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BLD2021-00302 - 07 Structural Calculations
Job No Customer Description U20H0626A TA Wellner Group U-haul - Oak Harbor Designed By Date 5/27/2021 DP S T R U C T U R A L D E S I G N C A L C U L A T I O N S FOR TA Wellner Group 11105 SW Industrial Way Tualatin, OR 97062 PROJECT Job: U20H0626A U-haul - Oak Harbor 14082 Airport Cutoff Road Port Townsend, WA BUILDING DATA BUILDING SIZE: Width (ft) = 84 Length (ft) = 117 Back Eave Height (ft) = 34 Front Eave Height (ft) = 34 Roof Slope (rise/100) = 0.25:12 BUILDING LOADS: Roof Dead Load (psf) = 3.50 Roof Live Load (psf) = 20.00 Rigid Frame Live Load (psf) = 20 Collateral Load (psf) = 3.00 Roof Snow Load (psf) = 17.50 BUILDING CODE: Wind Code = IBC 18 Wind Speed(mph) = 98 Closed/Open = Closed Exposure = C Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Design Category = D Seismic Coeff (Fa*Ss) = 1.586 This building was designed by: DP, DATE: 5/27/21 The Professional Engineer whose seal appears on these Structural Design Calculations is employed by Nucor Building Systems and does not serve as or represent the Engineer of Record for this project and shall not be construed as such. Page 1 Of 198 05/28/2021 Job No Customer Description U20H0626A TA Wellner Group U-haul - Oak Harbor Designed By Date 5/27/2021 DP Table Of Contents Cover SheetCover Sheet Design Calculations Cover Sheet Design Calculations Front Side Wall Calculations Cover Sheet Design Calculations Front Side Wall Calculations Back Side Wall Calculations Cover Sheet Design Calculations Front Side Wall Calculations Back Side Wall Calculations Left End Wall Calculations Cover Sheet Design Calculations Front Side Wall Calculations Back Side Wall Calculations Left End Wall Calculations Right End Wall Calculations Cover Sheet Design Calculations Front Side Wall Calculations Back Side Wall Calculations Left End Wall Calculations Right End Wall Calculations Rigid Frame Calculations Cover Sheet Design Calculations Front Side Wall Calculations Back Side Wall Calculations Left End Wall Calculations Right End Wall Calculations Rigid Frame Calculations 11 3 23 39 55 112 178 - 1 - 1 - 22 - 38 - 54 - 111 - 177 - 198 Page 2 Of 198 Nucor Building Systems P.O. Box 907 1050 North Watery Lane Brigham City, UT 84302 STRUCTURAL DESIGN CALCULATIONS FOR TA Wellner Group 11105 SW Industrial Way Tualatin, OR 97062 U-haul - Oak Harbor 14082 Airport Cutoff Road Port Townsend, WA U20H0626A BUILDING LAYOUT Width (ft)= 84.0 Length (ft)= 117.0 Eave Height (ft)= 34.0/ 34.0 Roof Slope (rise/12 )= 0.25/ 0.25 BUILDING LOADS Roof Dead Load (psf )= 3.5 Wall Dead Load Left Endwall (psf )= 3.0 Right Endwall (psf )= 3.0 Front Sidewall(psf )= 3.0 Back Sidewall(psf )= 3.0 Live Load (psf )= 20.0 Collateral Load (psf )= 3.0 Snow Load (psf )= 17.5 Minimum Snow (psf )= 25.0 Wind Speed (mph )= 98.0 Wind Code = IBC 18 Closed/Open = C Exposure = C Internal Wind Coeff = -0.18, +0.18 Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Design Category= D Seismic Coeff (Fa*Ss) = 1.59 ------------------------------- Designer : DP Detailer : MBS Page 3 Of 198 5/20/21 ================================================================================ U20H0626A Design Loads For Building Components: 5/20/21 10:06am ================================================================================ FRONT SIDEWALL: --------------- BASIC LOADS: Basic Wind_Load_Ratio Wind Deflect Factor 14.8 0.60 0.60 EDGE ZONE: -----Wind_Ratio---- --Left_Zone-- --Right_Zone- Jamb/ Width Base Width Base Girt Panel Column 8.40 0.00 8.40 0.00 1.07 1.23 1.07 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Long 18.2 -20.1 .. Girt/Header 22.6 -24.4 .. Panel 18.2 -20.1 .. Jamb 0.0 0.0 .. Parapet BACK SIDEWALL: --------------- BASIC LOADS: Basic Wind_Load_Ratio Wind Deflect Factor 20.9 0.47 0.60 EDGE ZONE: -----Wind_Ratio---- --Left_Zone-- --Right_Zone- Jamb/ Width Base Width Base Girt Panel Column 8.40 0.00 8.40 0.00 1.07 1.23 1.07 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Long 18.2 -20.1 .. Girt/Header 22.6 -24.4 .. Panel 18.2 -20.1 .. Jamb 0.0 0.0 .. Parapet LEFT ENDWALL: -------------- BASIC LOADS: Page 4 Of 198 Dead Coll Live Snow Rain Basic Wind_Load_Ratio Load Load Load Load Load Wind Deflect Factor 3.5 3.0 20.0 17.5 0.0 20.9 0.47 0.60 EDGE ZONE: -----Wind_Ratio---- --Left_Zone-- --Right_Zone- Jamb/ Width Base Width Base Girt Panel Column 8.40 0.00 8.40 0.00 1.07 1.23 1.07 BASIC LOADS AT EAVE: Seis Seis Seis ---Torsion--- Dead Girt Load Wind Seismic 3.00 0.00 6.31 0.00 0.00 WIND PRESSURE/SUCTION: Wind Wind Press Suct 18.2 -20.1 .. Column 18.2 -20.1 .. Girt/Header 18.2 -20.1 .. Jamb 22.5 -24.4 .. Panel 48.1 -30.8 .. Parapet 31.3 -20.9 .. Transverse bracing, Facia/Parapet WIND COEFFICIENTS: Surf ---Wind_1-- ---Wind_2-- -Long_Wind- Surface Id Left Right Left Right 1 2 Friction 1 0.42 -0.60 0.78 -0.24 -0.66 -0.66 0.00 2 -1.23 -0.70 -0.87 -0.34 -1.23 -0.70 0.00 3 -0.70 -1.23 -0.34 -0.87 -0.70 -1.23 0.00 4 -0.60 0.42 -0.24 0.78 -0.66 -0.66 0.00 COLUMN, RAFTER & BRACING DESIGN LOADS: Load ---Live--- --Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind Long Tran Aux_Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Seis Seis Id Coef 94 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 Page 5 Of 198 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 Page 6 Of 198 42 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 43 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 44 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 45 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 46 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 47 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 48 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 49 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 50 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 51 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 52 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 53 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 54 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 55 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 56 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 57 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 58 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 59 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 60 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 61 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 62 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 63 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 64 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 65 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 66 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 67 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 68 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 69 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 70 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 71 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 7 Of 198 72 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 73 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 74 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 75 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 76 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 77 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 78 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 79 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 1.00 80 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 81 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 82 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 83 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -1.00 84 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 -1.00 85 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 86 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 87 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 88 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 89 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 90 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 91 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 92 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 93 1.11 1.11 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 94 1.11 1.11 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 AUXILIARY LOADS: No. Aux Aux No. Add_Load Aux Id Name Load Id Coeff 5 1 MIN_SNOW 2 1 1.00 2 1.00 2 E1PAT_SL_1 1 3 0.50 3 E1PAT_SL_2 1 6 0.50 4 E1PAT_SL_3 3 3 0.50 4 0.50 5 0.50 5 E1PAT_SL_4 3 4 0.50 5 0.50 6 0.50 Page 8 Of 198 ADDITIONAL LOADS: No. Add Loc Basic Load Fx Fy Mom X Y .. Conc Add Id Id Load Type W1 W2 Co Dl1 Dl2 .. Dist 6 1 2 U_SNOW D -0.28 -0.28 0.02 0.00 42.01 2 3 U_SNOW D -0.28 -0.28 -0.02 0.00 42.01 3 2 U_SNOW D -0.19 -0.19 0.02 0.00 28.01 4 2 U_SNOW D -0.19 -0.19 0.02 28.01 42.01 5 3 U_SNOW D -0.19 -0.19 -0.02 0.00 14.00 6 3 U_SNOW D -0.19 -0.19 -0.02 14.00 42.01 RIGHT ENDWALL: -------------- BASIC LOADS: Dead Coll Live Snow Rain Basic Wind_Load_Ratio Load Load Load Load Load Wind Deflect Factor 3.5 3.0 20.0 17.5 0.0 20.9 0.47 0.60 EDGE ZONE: -----Wind_Ratio---- --Left_Zone-- --Right_Zone- Jamb/ Width Base Width Base Girt Panel Column 8.40 0.00 8.40 0.00 1.07 1.23 1.07 BASIC LOADS AT EAVE: Seis Seis Seis ---Torsion--- Dead Girt Load Wind Seismic 3.00 0.00 6.31 0.00 0.00 WIND PRESSURE/SUCTION: Wind Wind Press Suct 18.2 -20.1 .. Column 18.2 -20.1 .. Girt/Header 18.2 -20.1 .. Jamb 22.5 -24.4 .. Panel 48.1 -30.8 .. Parapet 31.3 -20.9 .. Transverse bracing, Facia/Parapet WIND COEFFICIENTS: Surf ---Wind_1-- ---Wind_2-- -Long_Wind- Surface Id Left Right Left Right 1 2 Friction 1 0.42 -0.60 0.78 -0.24 -0.66 -0.66 0.00 2 -1.23 -0.70 -0.87 -0.34 -1.23 -0.70 0.00 3 -0.70 -1.23 -0.34 -0.87 -0.70 -1.23 0.00 4 -0.60 0.42 -0.24 0.78 -0.66 -0.66 0.00 COLUMN, RAFTER & BRACING DESIGN LOADS: Load ---Live--- --Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind Long Tran Aux_Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Seis Seis Id Coef 94 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 9 Of 198 0.00 0.00 0.00 0.00 1 1.00 5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 Page 10 Of 198 0.00 0.45 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 43 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 44 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 45 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 46 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 47 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 48 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 49 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 50 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 51 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 52 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 53 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 54 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 55 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 56 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 57 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 58 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 59 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 60 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 61 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 62 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 63 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 64 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 Page 11 Of 198 0.00 0.00 0.00 0.00 0 0.00 65 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 66 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 67 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 68 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 69 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 70 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 71 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 72 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 73 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 74 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 75 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 76 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 77 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 78 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 79 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 1.00 80 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 81 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 82 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 83 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -1.00 84 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 -1.00 85 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 86 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 87 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 88 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 89 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 90 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 91 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 92 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 93 1.11 1.11 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 94 1.11 1.11 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 12 Of 198 0.00 0.00 0.00 -0.52 0 0.00 AUXILIARY LOADS: No. Aux Aux No. Add_Load Aux Id Name Load Id Coeff 5 1 MIN_SNOW 2 1 1.00 2 1.00 2 E2PAT_SL_1 1 3 0.50 3 E2PAT_SL_2 1 6 0.50 4 E2PAT_SL_3 3 3 0.50 4 0.50 5 0.50 5 E2PAT_SL_4 3 4 0.50 5 0.50 6 0.50 ADDITIONAL LOADS: No. Add Loc Basic Load Fx Fy Mom X Y .. Conc Add Id Id Load Type W1 W2 Co Dl1 Dl2 .. Dist 6 1 2 U_SNOW D -0.28 -0.28 0.02 0.00 42.01 2 3 U_SNOW D -0.28 -0.28 -0.02 0.00 42.01 3 2 U_SNOW D -0.19 -0.19 0.02 0.00 28.01 4 2 U_SNOW D -0.19 -0.19 0.02 28.01 42.01 5 3 U_SNOW D -0.19 -0.19 -0.02 0.00 14.00 6 3 U_SNOW D -0.19 -0.19 -0.02 14.00 42.01 ROOFDES: -------- BASIC LOADS: Dead Coll Live Snow Rain Basic Wind_Load_Ratio Surface Seis % Load Load Load Load Load Wind Deflect Factor Friction Factor Snow 3.5 3.0 20.0 17.5 0.0 20.9 0.47 0.00 0.00 1.043 0.00 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Suct_Roof 16.0 -19.4 .. Purlins 16.0 -22.7 .. Panels 12.1 -2.3 -14.4 .. Long Bracing, Building 16.5 -5.2 .. Long Bracing, Wall Edge Zone 31.3 -20.9 16.7 .. Long Bracing, Facia/Parapet EDGE & CORNER ZONE WIND: Wind Surf No. Zone --Purlin--- ---Panel--- Id Id Zone Id Width Length Press Suct Press Suct 1 2 7 1 0.00 0.00 1.00 1.00 1.00 1.00 2 20.40 20.40 1.00 1.45 1.00 1.74 7 6.80 20.40 1.00 2.15 1.00 3.13 8 6.80 20.40 1.00 2.15 1.00 3.13 11 13.60 6.80 1.00 2.15 1.00 3.13 12 13.60 6.80 1.00 2.15 1.00 3.13 15 20.40 20.40 1.00 1.93 1.00 2.30 3 7 1 0.00 0.00 1.00 1.00 1.00 1.00 2 20.40 20.40 1.00 1.45 1.00 1.74 9 6.80 20.40 1.00 2.15 1.00 3.13 10 6.80 20.40 1.00 2.15 1.00 3.13 13 13.60 6.80 1.00 2.15 1.00 3.13 14 13.60 6.80 1.00 2.15 1.00 3.13 15 20.40 20.40 1.00 1.93 1.00 2.30 Page 13 Of 198 EDGE & CORNER ZONE WIND: LONGITUDINAL Wind Surf No. Zone Purlin Id Id Zone Id Width Length Suct 1 2 1 1 0.00 0.00 1.00 3 1 1 0.00 0.00 1.00 2 2 1 1 0.00 0.00 1.00 3 1 1 0.00 0.00 1.00 PURLIN DESIGN LOADS: Surf --Load- --Add_Snow- Wind Wind Aux_Load Id No. Id Dead Coll Live Snow Drift Slide Rain Press Suct Id Coef 2 21 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 1 1.00 4 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 7 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00 8 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 9 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0 0.00 10 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0 0.00 11 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0 0.00 12 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 13 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00 14 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 4 1.00 15 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 5 1.00 16 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 6 1.00 17 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 7 1.00 18 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 2 1.00 19 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 3 1.00 20 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 2 -1.00 21 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 3 -1.00 3 21 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 1 1.00 4 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 7 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00 8 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 9 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0 0.00 10 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0 0.00 11 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0 0.00 12 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 13 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00 14 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 4 1.00 15 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 5 1.00 16 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 6 1.00 17 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 7 1.00 18 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 2 1.00 19 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 3 1.00 20 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 2 -1.00 21 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 3 -1.00 BRACING DESIGN LOADS: --Load- --Add_Snow- Wind Wind Seis Aux_Load No. Id Dead Coll Live Snow Drift Slide Rain Press Suct Load Id Coef 14 1 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 2 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 14 Of 198 3 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 4 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 6 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 8 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 10 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 11 1.11 1.11 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 12 1.11 1.11 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 13 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 14 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 AUXILIARY LOADS: No. Aux Aux No. Add_Load Aux Id Name Load Id Coef 7 1 MIN_SNOW 2 1 1.00 2 1.00 2 PAT_SL_1 1 3 0.50 3 PAT_SL_2 1 7 0.50 4 PAT_SL_3 2 3 0.50 4 0.50 5 PAT_SL_4 2 4 0.50 5 0.50 6 PAT_SL_5 2 5 0.50 6 0.50 7 PAT_SL_6 2 6 0.50 7 0.50 ADDITIONAL LOADS: No. Add Surf Basic Load Fy Dx .. Conc Add Id Id Load Type W1 W2 Dx1 Dx2 .. Dist 7 1 2 U_SNOW D -25.0 -25.0 0.0 42.0 2 3 U_SNOW D -25.0 -25.0 0.0 42.0 3 0 U_SNOW D -17.5 -17.5 0.0 21.0 4 0 U_SNOW D -17.5 -17.5 21.0 46.0 5 0 U_SNOW D -17.5 -17.5 46.0 71.0 6 0 U_SNOW D -17.5 -17.5 71.0 96.0 7 0 U_SNOW D -17.5 -17.5 96.0 117.0 RIGID FRAME - 1: --------------- BASIC LOADS: Basic Defl Temperature Dead Coll Live Snow Rain Wind Ratio Change 3.5 3.0 20.0 17.5 0.0 20.9 0.47 0 BASIC LOADS AT EAVE: Seismic Weak_Axis_L Weak_Axis_R --Torsion-- --EW_Brace- Load Wind Seis Wind Seis Wind Seis Wind Seis 4.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 WIND COEFFICIENTS: Surf --Wind_1--- --Wind_2--- Long_Wind Surface Id Left Right Left Right 1 2 Friction 1 0.25 -0.53 0.66 -0.12 -0.63 -0.63 0.00 2 -0.87 -0.55 -0.51 -0.19 -0.87 -0.55 0.00 3 -0.55 -0.87 -0.19 -0.51 -0.55 -0.87 0.00 4 -0.53 0.25 -0.12 0.66 -0.63 -0.63 0.00 Page 15 Of 198 DESIGN LOADS: -Load- ---Live--- --Add_Snow- --Wind_1- --Wind_2- Long_Wind --Seismic- Aux_Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Long Tran Temp Id Coef 56 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 8 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 9 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 19 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 20 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 Page 16 Of 198 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 39 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 40 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 41 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 42 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 43 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 44 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 45 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.70 0.00 0 0.00 46 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.40 -0.70 0.00 0 0.00 47 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 48 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 49 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0 0.00 50 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0 0.00 51 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0.00 0 0.00 52 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0.00 0 0.00 53 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 54 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 55 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.35 0.21 0.00 0 0.00 56 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.35 -0.21 0.00 0 0.00 AUXILIARY LOADS: No. Aux Aux No. Add_Load Page 17 Of 198 Aux Id Name Load Id Coeff 1 1 MIN_SNOW 2 1 1.00 2 1.00 ADDITIONAL LOADS: No. Add Surf Basic Load Fx Fy Mom Dx Dy .. Conc Add Id Id Type Type W1 W2 Co Dl1 Dl2 .. Dist 2 1 2 U_SNOW D -0.63 -0.63 0.021 0.00 42.01 2 3 U_SNOW D -0.63 -0.63 -0.021 0.00 42.01 ================================================================================ U20H0626A Reactions, Anchor Bolts, & Base Plates: 5/20/21 10:06am ================================================================================ ----- ----- -----Foundation_Loads(k )----- --------- ----------------- Frame Col Max_Pos_Val Max_Neg_Val Anc._Bolt Base_Plate Line Line Id Horz Vert Id Horz Vert No. Diam Width Len Thick ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- 1 A 5 3.1 -1.4 6 -2.7 -1.4 4 0.750 8.00 12.25 0.375 1 0.0 4.9 5 3.1 -1.4 1 B 7 5.8 -6.7 8 -5.3 -6.7 4 0.750 8.00 10.50 0.375 9 0.0 12.8 7 5.8 -6.7 1 C 10 5.8 -6.7 11 -5.3 -6.7 4 0.750 8.00 10.50 0.375 12 0.0 12.8 10 5.8 -6.7 1 D 13 3.1 -1.4 14 -2.7 -1.4 4 0.750 8.00 12.25 0.375 1 0.0 4.9 13 3.1 -1.4 ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- 6 D 5 2.3 -1.4 6 -2.0 -1.4 4 0.750 8.00 12.25 0.375 1 0.0 4.9 5 2.3 -1.4 6 C 7 5.8 -3.8 8 -5.3 -3.8 4 0.750 8.00 10.50 0.375 1 0.0 12.5 7 5.8 -3.8 6 B 7 5.8 -4.6 8 -5.3 -4.6 4 0.750 8.00 10.50 0.375 9 0.0 12.8 7 5.8 -4.6 6 A 10 3.1 -4.3 11 -2.7 -4.3 4 0.750 8.00 12.25 0.375 12 0.0 7.7 15 0.0 -5.1 ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- 2* A 1 14.2 37.5 2 -6.4 -3.8 4 1.000 8.00 12.81 0.625 3 -0.1 -20.6 2* D 4 6.4 -3.8 1 -14.2 37.5 4 1.000 8.00 12.81 0.625 1 -14.2 37.5 3 -2.0 -19.0 ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- ----------------------------------------------------------------------------- 2* Frame Lines:2 3 4 5 LOAD COMBINATIONS: ------------------ Id Combination ---- ------------------------------ 1 Dead+Collateral+MIN_SNOW 2 0.6Dead+0.6Wind_Left2 3 0.45Dead+0.21Seismic_Left+1.35Seismic_LongL 4 0.6Dead+0.6Wind_Right2 5 0.6Dead+0.6Wind_Suction+0.6Wind_Long1L 6 0.6Dead+0.6Wind_Pressure+0.6Wind_Long1L 7 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 8 0.6Dead+0.6Wind_Left1+0.6Wind_Pressure Page 18 Of 198 9 1.11Dead+1.11Collateral+0.75Snow+0.52Seismic_Right 10 0.6Dead+0.6Wind_Right1+0.6Wind_Suction 11 0.6Dead+0.6Wind_Right1+0.6Wind_Pressure 12 1.11Dead+1.11Collateral+0.75Snow+0.52Seismic_Left 13 0.6Dead+0.6Wind_Suction+0.6Wind_Long2L 14 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2L 15 0.45Dead+0.7Seismic_Right ================================================================================ U20H0626A Bracing Reactions Report: 5/20/21 10:06am ================================================================================ BUILDING BRACING REACTIONS: --------------------------- ------Reactions(k )------- ---Wall-- Col ----Wind---- --Seismic--- Panel_Shear(lb/ft) Loc Line Line Horz Vert Horz Vert Wind Seismic Notes ---- ---- ------- ----- ----- ----- ----- ------ ------- ----- L_EW 1 B ,C 4.08 4.84 5.09 6.05 F_SW D 2 ,3 6.02 7.71 10.16 13.00 4 ,5 6.02 7.71 10.16 13.00 R_EW 6 B ,A 4.08 4.96 5.09 6.19 B_SW A 5 ,4 6.02 7.71 10.16 13.00 3 ,2 6.02 7.71 10.16 13.00 ---- ---- ------- ----- ----- ----- ----- ------ ------- ----- Reaction values shown are unfactored. Maximum load combination factors are: Wind : 0.60 Seismic: 0.70 ================================================================================ U20H0626A Additional Reactions Report: 5/20/21 10:06am ================================================================================ Rigid Frame Column Reactions(k ) -------------------------------- Frame Col ----Dead--- Collateral ----Live--- ----Snow--- Wind_Left1 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2* A 2.1 6.6 1.3 3.3 8.7 22.0 7.6 19.3 -12.4 -21.2 2* D -2.1 6.6 -1.3 3.3 -8.7 22.0 -7.6 19.3 -2.0 -11.5 Frame Col Wind_Right1 Wind_Left2 Wind_Right2 Wind_Long1 Wind_Long2 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2* A 2.0 -11.5 -12.7 -12.9 1.7 -3.2 -0.9 -18.2 -1.1 -14.5 2* D 12.4 -21.2 -1.7 -3.2 12.7 -12.9 1.1 -14.5 0.9 -18.2 Frame Col -Seis_Left- -Seis_Right -MIN_SNOW- Page 19 Of 198 Line Line Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- 2* A -4.9 -3.8 4.9 3.8 10.9 27.6 2* D -4.9 3.8 4.9 -3.8 -10.9 27.6 ------------------------------------------------------------------------------ 2* Frame Lines:2 3 4 5 Endwall Column Reactions(k ) ----------------------------- Wind Wind Wind Wind Frame Col Dead Collat Live Snow Left1 Right1 Left2 Right2 Line Line Vert Vert Vert Vert Vert Vert Vert Vert ----- ---- ----- ----- ----- ----- ----- ----- ----- ----- 1 A 1.2 0.4 2.7 2.3 -3.4 -2.0 -2.4 -0.9 1 B 2.6 1.1 7.1 6.2 -9.0 -5.3 -6.3 -2.6 1 C 2.6 1.1 7.1 6.2 -5.3 -9.0 -2.6 -6.3 1 D 1.2 0.4 2.7 2.3 -2.0 -3.4 -0.9 -2.4 Wind Wind Wind Wind Frame Col Press Suct Long1 Long2 --MIN_SNOW-- -E1PAT_SL_1- Line Line Horz Horz Vert Vert Horz Vert Horz Vert ----- ---- ----- ----- ----- ----- ----- ----- ----- ----- 1 A -4.5 5.1 -3.5 -2.0 0.0 3.3 0.0 1.3 1 B -8.8 9.7 -8.8 -5.2 0.0 8.8 0.0 1.8 1 C -8.8 9.7 -5.2 -8.8 0.0 8.8 0.0 -0.3 1 D -4.5 5.1 -2.0 -3.5 0.0 3.3 0.0 0.0 Frame Col -E1PAT_SL_2- -E1PAT_SL_3- -E1PAT_SL_4- Line Line Horz Vert Horz Vert Horz Vert ----- ---- ----- ----- ----- ----- ----- ----- 1 A 0.0 0.0 0.0 1.1 0.0 -0.1 1 B 0.0 -0.3 0.0 3.4 0.0 1.3 1 C 0.0 1.8 0.0 1.3 0.0 3.4 1 D 0.0 1.3 0.0 -0.1 0.0 1.1 ------------------------------------------------------------------------------ Wind Wind Wind Wind Frame Col Dead Collat Live Snow Left1 Right1 Left2 Right2 Line Line Vert Vert Vert Vert Vert Vert Vert Vert ----- ---- ----- ----- ----- ----- ----- ----- ----- ----- 6 D 1.2 0.4 2.7 2.3 -3.4 -2.0 -2.4 -1.0 6 C 2.6 1.1 7.1 6.2 -9.0 -5.2 -6.3 -2.6 6 B 2.6 1.1 7.1 6.2 -5.3 -8.9 -2.7 -6.3 6 A 1.2 0.4 2.7 2.3 -1.9 -3.4 -0.9 -2.4 Wind Wind Wind Wind Seismic Frame Col Press Suct Long1 Long2 Left --MIN_SNOW-- Line Line Horz Horz Vert Vert Vert Horz Vert ----- ---- ----- ----- ----- ----- ----- ----- ----- 6 D -3.3 3.8 -3.5 -2.0 0.03 0.0 3.3 6 C -8.8 9.7 -8.8 -5.2 -0.03 0.0 8.8 6 B -8.8 9.7 -5.2 -8.8 -0.1 0.0 8.8 6 A -4.5 5.1 -2.0 -3.5 0.1 0.0 3.3 Frame Col -E2PAT_SL_1- -E2PAT_SL_2- -E2PAT_SL_3- -E2PAT_SL_4- Page 20 Of 198 Line Line Horz Vert Horz Vert Horz Vert Horz Vert ----- ---- ----- ----- ----- ----- ----- ----- ----- ----- 6 D 0.0 1.3 0.0 0.0 0.0 1.1 0.0 -0.1 6 C 0.0 1.8 0.0 -0.3 0.0 3.4 0.0 1.3 6 B 0.0 -0.3 0.0 1.8 0.0 1.3 0.0 3.4 6 A 0.0 0.0 0.0 1.3 0.0 -0.1 0.0 1.1 ------------------------------------------------------------------------------ ================================================================================ U20H0626A Seismic Design Report: 5/20/21 10:06am ================================================================================ Building Data ------------- Code =IBC 18 Length = 117.00 Width = 84.00 Left Eave Height = 34.00 Right Eave Height = 34.00 Seismic Formula --------------- Base Shear, V = 0.667*Ie*Fa*Ss*W/R Vmin = 0.044*Sds*Ie*W Vmax = Sd1*Ie*W/(T*R) T(Moment_Frame) = 0.475 Shear Force, E = Rho*V (Rigid frame, endwall frame, wind bent, wind column & base reactions) T(Braced_Frame) = 0.284 Shear Force, Em = Omega*V (Wall diagonal bracing, splice at rigid frame & wind bent knee) Note: Applied load is seismic force multiplied by load combination Fa*Ss = 1.586 Zone/Design Category= D Ie = 1.000 S1 = 0.483 Sd1 = 0.585 Sds = 1.058 Seismic Dead Load, W -------------------- Frame Dead = 3.00 (psf ) Roof Dead = 3.50 (psf ) Collateral = 3.00 (psf ) Roof Total = 9.50 (psf ) , Weight= 93.37 (k ) L_EW Dead = 3.00 (psf ) , Weight= 4.34 (k ) F_SW Dead = 3.00 (psf ) , Weight= 5.97 (k ) R_EW Dead = 3.00 (psf ) , Weight= 4.34 (k ) B_SW Dead = 3.00 (psf ) , Weight= 5.97 (k ) ------- Total = 113.98 (k ) Page 21 Of 198 Seismic Forces -------------- Roof Bracing R = 2.11, Rho= 1.30 Cs = 0.5015 W = 102.04 (k ) Force, V = 51.18 (k ) Force, E = 66.52 (k ) Sidewall Bracing Front R = 3.25, Rho= 1.30, Omega= 2.00 Cs = 0.3256 W = 59.43 (k ) Force, V = 19.35 (k ) Force, Em = 38.70 (k ) Force, E = 25.16 (k ) Back R = 3.25, Rho= 1.30, Omega= 2.00 Cs = 0.3256 W = 59.43 (k ) Force, V = 19.35 (k ) Force, Em = 38.70 (k ) Force, E = 25.16 (k ) Endwall Bracing Left R = 3.25, Rho= 1.30, Omega= 2.00 Cs = 0.3256 W = 14.90 (k ) Force, V = 4.85 (k ) Force, Em = 9.70 (k ) Force, E = 6.31 (k ) Right R = 3.25, Rho= 1.30, Omega= 2.00 Cs = 0.3256 W = 14.90 (k ) Force, V = 4.85 (k ) Force, Em = 9.70 (k ) Force, E = 6.31 (k ) Rigid Frames R = 3.50, Rho= 1.30 Cs = 0.3023 Frame 1 W = 23.66 (k ) Force, V = 7.15 (k ) Force, E = 9.30 (k ) End Plates Frame R = 3.50, Rho= 1.00, Omega= 3.00 Total Base Shear Longitudinal Force, V = 38.70 (k ) Transverse Force, V = 38.31 (k ) Page 22 Of 198 *=============================================================================== *U20H0626A Sidewall Design Input 5/20/21 10:05am *=============================================================================== *( 1)JOBID: 'U20H0626A' *( 2)PROGRAM OPTIONS: *Sidewall Run Run Lap * Id Girt Panel Stiff 'F' 'Y' 'Y' 1.00 *( 3)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS16 ' 'AISC16' '----' 'IBC ' '18' 'IBC 18 ' 'D ' *( 4)DESIGN CONSTANTS: * ---Strength_Factors-- * Stress_Ratio ---Seismic--- * Girt Panel Wind Frame Brace 1.03 1.03 1.0000 1.0000 1.2000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * ---Girt--- --Panel--- * Wall Facia Wall Facia 90. 90. 90. 90. *( 7)REPORTS: * Input Wall Door Wall * Echo Girt Jamb Panel 'Y' '2' '3' 'Y' *( 8)BUILDING LAYOUT: *---------Build---------- -----Left_Expand_EW----- -----Right_Expand_EW---- * Type Width Length Use Opt Extend Offset Use Opt Extend Offset 'FF-' 84.0000 117.0000 'N ' '-' 0.000 0.000 'N ' '-' 0.000 0.000 *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 4 0.0000 34.0000 8.000 42.0000 34.8750 8.000 84.0000 34.0000 8.000 84.0000 0.0000 8.000 *(10)SIDEWALL BAY SPACING: * No. ---Bay_Set--- * Sets Width Quan 3 21.0000 1 25.0000 3 21.0000 1 *(11)WALL OPENINGS: * Bay Sill Base Set Panel Page 23 Of 198 JambL/JambR/Header/Sill *No. Id Id Width Height Offset Type Height Elev Depth Opt Type Part 0 *(12)PARTIAL WALLS: * --Bay_Id- ----Offset---- Jamb Base Top Full_Load ----Panel---- Deflect_Limit *No. Id Use Opt Start End Start End Height Type Type Type Girt Col Part Opt Girt Panel 0 *(13)GIRT DESIGN: *Girt --Flange_Strap-- Set Set Max *Type Out In Space Depth Lap Space 'ZB' 'C' 'N' 10.0000 8.000 0.0000 7.5000 *(14)GIRT LOCATION: * Set * Loc No. Location 'Y' 4 7.5000 14.0833 20.6667 27.2500 *(15)SPECIAL GIRT: * --Bay_Id-- *No. Start End Height Type Rot Part Use 0 *(16)PANELS/GUTTERS: * Wall -----Gutter----- ------Insulation----- Stand * Panel Use Type Width Use Thick Part Seam 'CW6-80 ' '-' 'Y' 0.000 'O' 6.000 '--------' 'Y' *(17)LINER PANELS: * --Bay_Id- Flange *No. Start End Height Part Opt 0 *(18)FACIA/PARAPET: * -Bay_Id-- Horz -Vertical_Size- --Edge_Extend- Beam * No. Id Type Opt Start End Width Elev Height Left Right Mount Lap 0 *(19)FACIA/PARAPET GIRTS: *Ext ---Top-- Interior -Gutter- Set *Id Type Rot Type Rot Type Rot Depth *(20)FACIA/PARAPET PANELS: *Ext Front -----Back---- Angle *Id Part Part Rot Spacing *(21)BASIC LOADS: * ---Deflection--- Wind * Basic Load_Ratio Load ---Seismic--- * Wind Snow Wind Seis Factor Dead Coeff 20.9 1.00 0.47 1.00 0.60 3.00 0.0000 *(22)EDGE ZONE: * -Left_Zone-- -Right_Zone- Jamb/ * Width Base Width Base Girt Panel Column 8.400 0.000 8.400 0.000 1.07 1.23 1.07 Page 24 Of 198 *(23)WIND PRESSURE/SUCTION: * Wind Wind * Pressure Suction 18.2 -20.1 .. Girt/Header 22.6 -24.4 .. Panel 18.2 -20.1 .. Jamb 0.0 0.0 .. Parapet Girt *(24)GIRT LAPS: * Data ------Set_1------- ------Set_2------- ------Set_3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan '-' 0 *(25)GIRT STRAPS: * Data ---Set_1--- ---Set_2--- ---Set_3--- ---Set_4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(26)EXPANSION JOINTS: * No. Expansion_Location 0 *(27)BEAMS: * Bay *No. Id Use Height Offset Locate1 Locate2 0 *(28)DESIGN CODE OPTIONS: *No. Event Condition 0 *(29)PANEL SCREWS: * No. Washer *Zone Zone Part Dia Limit Dia -------Spacing------ 2 'INT ' 'H1045 ' 0.216 2.800 0.438 12.000 6.000 0.000 'EDGE' 'H1045 ' 0.216 2.800 0.438 12.000 6.000 0.000 *(30)GIRT SIZE: * Bay -----Extend---- Frame_Opt -Frame_Id- * No. Id Locate Type Rot Opt Part Left Right Left Right Left Right 0 * Code files used: * IBC.18 * EW_IBC.18 Version 4.0 ================================================================================ U20H0626A Wall 2 - Design Code 5/20/21 10:05am ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Page 25 Of 198 Wind Code : IBC 18 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ U20H0626A Wall 2 - Bypass Girt Layout 5/20/21 10:05am ================================================================================ GIRT LAYOUT: ------------ Des Bay Bay_Offset Design ---Extend-- ----Max_Load--- Locate Id Id Part Start End Length Left Right Weight Id UC Report Rot ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 7.50 1 1 08Z060 0.00 21.00 20.67 0.00 1.19 62.8 WS 0.83 Mom+Shr D 2 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WS 0.84 Mom+Shr D 3 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WS 0.80 Mom+Shr D 4 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WS 0.84 Mom+Shr D 5 08Z060 0.00 21.00 20.67 1.19 0.00 62.8 WS 0.83 Mom+Shr D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 14.08 2 1 08Z060 0.00 21.00 20.67 0.00 1.19 62.8 WS 0.78 Mom+Shr D 2 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WP 0.78 Moment D 3 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WP 0.74 Moment D 4 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WP 0.78 Moment D 5 08Z060 0.00 21.00 20.67 1.19 0.00 62.8 WS 0.78 Mom+Shr D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 20.67 3 1 08Z060 0.00 21.00 20.67 0.00 1.19 62.8 WS 0.78 Mom+Shr D 2 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WP 0.78 Moment D 3 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WP 0.74 Moment D 4 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WP 0.78 Moment D 5 08Z060 0.00 21.00 20.67 1.19 0.00 62.8 WS 0.78 Mom+Shr D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 27.25 4 1 08Z060 0.00 21.00 20.67 0.00 1.19 62.8 WS 0.78 Mom+Shr D 2 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WP 0.78 Moment D 3 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WP 0.74 Moment D 4 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WP 0.78 Moment D 5 08Z060 0.00 21.00 20.67 1.19 0.00 62.8 WS 0.78 Mom+Shr D WP - 0.6Wind_Pressure WS - 0.6Wind_Suction GIRT INSIDE FLANGE BRACE: ------------------------- No._Brace/Bay 1 2 3 4 5 --- --- --- --- --- 0 0 0 0 0 ================================================================================ U20H0626A Wall 2 - Girt Design 1 (Locate 7.50) 5/20/21 10:05am ================================================================================ GIRT LAYOUT: ------------ Available Page 26 Of 198 Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z060 7.5000 20.67 1.19 7.04 0 62.8 0.00 0.70 2 08Z060 7.5000 25.00 1.19 1.19 7.04 0 78.6 0.00 0.70 3 08Z060 7.5000 25.00 1.19 1.19 7.04 0 78.6 0.00 0.70 4 08Z060 7.5000 25.00 1.19 1.19 7.04 0 78.6 0.00 0.70 5 08Z060 7.5000 20.67 1.19 7.04 0 62.8 0.00 0.70 ------ 361.4 LOAD ID - 0.6Wind_Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.59 -0.91 -1.00 0.00 -2.24 7.63 3.16 4.30 2 0.97 0.88 -0.86 -0.96 4.30 3.20 -1.78 12.58 3.07 4.15 3 0.96 0.87 -0.87 -0.96 4.15 3.06 -1.86 12.50 3.06 4.15 4 0.96 0.86 -0.88 -0.97 4.15 3.07 -1.78 12.42 3.20 4.30 5 1.00 0.91 -0.59 4.30 3.16 -2.24 13.04 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.91 2.61 0.35 RLap 3.16 3.88 0.82 RLap 0.75 -0.50 2 LLap 0.88 2.61 0.34 LLap 3.20 3.86 0.83 LLap 0.75 -0.46 3 LLap 0.87 2.61 0.33 LLap 3.06 3.87 0.79 LLap 0.72 -0.50 4 RLap -0.88 2.61 0.34 RLap 3.20 3.86 0.83 RLap 0.75 -0.46 5 LLap 0.91 2.61 0.35 LLap 3.16 3.88 0.82 LLap 0.75 -0.50 UNBRACE LENGTHS: ---------------- Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 20.7 1.0 1.0 1.0 4.2 1.2 1.00 1.00 1.00 1.78 1.12 1.00 1.00 1.00 0.00 0.74 2 25.0 1.2 4.6 1.0 4.4 1.2 1.12 1.79 1.00 1.79 1.12 0.75 0.00 1.00 0.00 0.74 3 25.0 1.2 4.4 1.0 4.4 1.2 1.12 1.79 1.00 1.79 1.12 0.74 0.00 1.00 0.00 0.74 4 25.0 1.2 4.4 1.0 4.6 1.2 1.12 1.79 1.00 1.79 1.12 0.74 0.00 1.00 0.00 0.75 5 20.7 1.2 4.2 1.0 1.0 1.0 1.12 1.78 1.00 1.00 1.00 0.74 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Page 27 Of 198 Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.90 2.65 1.89 0.48 2 0.90 2.65 1.89 0.48 0.87 2.65 1.89 0.46 3 0.87 2.65 1.89 0.46 0.87 2.65 1.89 0.46 4 0.87 2.65 1.89 0.46 0.90 2.65 1.89 0.48 5 0.90 2.65 1.89 0.48 LOAD ID - 0.6Wind_Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.68 1.02 1.12 0.00 2.58 7.53 -3.52 -4.79 2 -1.07 -0.97 0.95 1.05 -4.79 -3.58 1.95 12.60 -3.39 -4.58 3 -1.06 -0.96 0.96 1.06 -4.58 -3.37 2.06 12.50 -3.37 -4.58 4 -1.05 -0.95 0.97 1.07 -4.58 -3.39 1.95 12.40 -3.58 -4.79 5 -1.12 -1.02 0.68 -4.79 -3.52 2.58 13.14 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 1.02 2.61 0.39 RLap -3.52 4.56 0.77 RLap 0.83 0.58 2 LLap -0.97 2.61 0.37 LLap -3.58 4.56 0.79 LLap 0.84 0.50 3 LLap -0.96 2.61 0.37 LLap -3.37 4.56 0.74 LLap 0.80 0.56 4 RLap 0.97 2.61 0.37 RLap -3.58 4.56 0.79 RLap 0.84 0.50 5 LLap -1.02 2.61 0.39 LLap -3.52 4.56 0.77 LLap 0.83 0.58 UNBRACE LENGTHS: ---------------- Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 20.7 15.1 15.1 15.1 1.0 1.0 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 25.0 1.0 1.0 13.6 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 25.0 1.0 1.0 13.9 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 25.0 1.0 1.0 13.6 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5 20.7 1.0 1.0 15.1 15.1 15.1 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Page 28 Of 198 Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 1.01 2.65 1.89 0.53 2 1.01 2.65 1.89 0.53 0.96 2.65 1.89 0.51 3 0.96 2.65 1.89 0.51 0.96 2.65 1.89 0.51 4 0.96 2.65 1.89 0.51 1.01 2.65 1.89 0.53 5 1.01 2.65 1.89 0.53 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.40 2.76 0.46 2.76 2 -0.36 3.33 0.39 3.33 3 -0.39 3.33 0.44 3.33 4 -0.36 3.33 0.39 3.33 5 -0.40 2.76 0.46 2.76 ================================================================================ U20H0626A Wall 2 - Girt Design 2 (Locate 14.08) 5/20/21 10:05am ================================================================================ GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z060 14.0833 20.67 1.19 6.58 0 62.8 0.00 0.70 2 08Z060 14.0833 25.00 1.19 1.19 6.58 0 78.6 0.00 0.70 3 08Z060 14.0833 25.00 1.19 1.19 6.58 0 78.6 0.00 0.70 4 08Z060 14.0833 25.00 1.19 1.19 6.58 0 78.6 0.00 0.70 5 08Z060 14.0833 20.67 1.19 6.58 0 62.8 0.00 0.70 ------ 361.4 LOAD ID - 0.6Wind_Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.55 -0.85 -0.94 0.00 -2.09 7.63 2.96 4.02 2 0.90 0.82 -0.81 -0.89 4.02 2.99 -1.67 12.58 2.87 3.88 3 0.90 0.81 -0.81 -0.90 3.88 2.87 -1.73 12.50 2.87 3.88 4 0.89 0.81 -0.82 -0.90 3.88 2.87 -1.67 12.42 2.99 4.02 5 0.94 0.85 -0.55 4.02 2.96 -2.09 13.04 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Page 29 Of 198 Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.85 2.61 0.33 RLap 2.96 3.88 0.76 RLap 0.70 -0.47 2 LLap 0.82 2.61 0.31 LLap 2.99 3.86 0.78 LLap 0.70 -0.43 3 LLap 0.81 2.61 0.31 RLap 2.87 3.87 0.74 RLap 0.68 -0.47 4 RLap -0.82 2.61 0.31 RLap 2.99 3.86 0.78 RLap 0.70 -0.43 5 LLap 0.85 2.61 0.33 LLap 2.96 3.88 0.76 LLap 0.70 -0.47 UNBRACE LENGTHS: ---------------- Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 20.7 1.0 1.0 1.0 4.2 1.2 1.00 1.00 1.00 1.78 1.12 1.00 1.00 1.00 0.00 0.74 2 25.0 1.2 4.6 1.0 4.4 1.2 1.12 1.79 1.00 1.79 1.12 0.75 0.00 1.00 0.00 0.74 3 25.0 1.2 4.4 1.0 4.4 1.2 1.12 1.79 1.00 1.79 1.12 0.74 0.00 1.00 0.00 0.74 4 25.0 1.2 4.4 1.0 4.6 1.2 1.12 1.79 1.00 1.79 1.12 0.74 0.00 1.00 0.00 0.75 5 20.7 1.2 4.2 1.0 1.0 1.0 1.12 1.78 1.00 1.00 1.00 0.74 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.85 2.65 1.89 0.45 2 0.85 2.65 1.89 0.45 0.82 2.65 1.89 0.43 3 0.82 2.65 1.89 0.43 0.82 2.65 1.89 0.43 4 0.82 2.65 1.89 0.43 0.85 2.65 1.89 0.45 5 0.85 2.65 1.89 0.45 LOAD ID - 0.6Wind_Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.64 0.95 1.05 0.00 2.41 7.53 -3.29 -4.48 2 -1.00 -0.91 0.89 0.98 -4.48 -3.35 1.82 12.60 -3.16 -4.28 3 -0.99 -0.90 0.90 0.99 -4.28 -3.16 1.92 12.50 -3.16 -4.28 4 -0.98 -0.89 0.91 1.00 -4.28 -3.16 1.82 12.40 -3.35 -4.48 5 -1.05 -0.95 0.64 -4.48 -3.29 2.41 13.14 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Page 30 Of 198 Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 0.95 2.61 0.37 RLap -3.29 4.56 0.72 RLap 0.78 0.54 2 LLap -0.91 2.61 0.35 LLap -3.35 4.56 0.73 LLap 0.78 0.46 3 LLap -0.90 2.61 0.34 LLap -3.16 4.56 0.69 LLap 0.74 0.52 4 RLap 0.91 2.61 0.35 RLap -3.35 4.56 0.73 RLap 0.78 0.46 5 LLap -0.95 2.61 0.37 LLap -3.29 4.56 0.72 LLap 0.78 0.54 UNBRACE LENGTHS: ---------------- Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 20.7 15.1 15.1 15.1 1.0 1.0 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 25.0 1.0 1.0 13.6 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 25.0 1.0 1.0 13.9 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 25.0 1.0 1.0 13.6 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5 20.7 1.0 1.0 15.1 15.1 15.1 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.94 2.65 1.89 0.50 2 0.94 2.65 1.89 0.50 0.90 2.65 1.89 0.48 3 0.90 2.65 1.89 0.48 0.90 2.65 1.89 0.48 4 0.90 2.65 1.89 0.48 0.94 2.65 1.89 0.50 5 0.94 2.65 1.89 0.50 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.37 2.76 0.43 2.76 2 -0.34 3.33 0.36 3.33 3 -0.37 3.33 0.41 3.33 4 -0.34 3.33 0.36 3.33 5 -0.37 2.76 0.43 2.76 ================================================================================ U20H0626A Wall 2 - Girt Design 3 (Locate 20.67) 5/20/21 10:05am ================================================================================ GIRT LAYOUT: Page 31 Of 198 ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z060 20.6667 20.67 1.19 6.58 0 62.8 0.00 0.70 2 08Z060 20.6667 25.00 1.19 1.19 6.58 0 78.6 0.00 0.70 3 08Z060 20.6667 25.00 1.19 1.19 6.58 0 78.6 0.00 0.70 4 08Z060 20.6667 25.00 1.19 1.19 6.58 0 78.6 0.00 0.70 5 08Z060 20.6667 20.67 1.19 6.58 0 62.8 0.00 0.70 ------ 361.4 LOAD ID - 0.6Wind_Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.55 -0.85 -0.94 0.00 -2.09 7.63 2.96 4.02 2 0.90 0.82 -0.81 -0.89 4.02 2.99 -1.67 12.58 2.87 3.88 3 0.90 0.81 -0.81 -0.90 3.88 2.87 -1.73 12.50 2.87 3.88 4 0.89 0.81 -0.82 -0.90 3.88 2.87 -1.67 12.42 2.99 4.02 5 0.94 0.85 -0.55 4.02 2.96 -2.09 13.04 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.85 2.61 0.33 RLap 2.96 3.88 0.76 RLap 0.70 -0.47 2 LLap 0.82 2.61 0.31 LLap 2.99 3.86 0.78 LLap 0.70 -0.43 3 LLap 0.81 2.61 0.31 RLap 2.87 3.87 0.74 LLap 0.68 -0.47 4 RLap -0.82 2.61 0.31 RLap 2.99 3.86 0.78 RLap 0.70 -0.43 5 LLap 0.85 2.61 0.33 LLap 2.96 3.88 0.76 LLap 0.70 -0.47 UNBRACE LENGTHS: ---------------- Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 20.7 1.0 1.0 1.0 4.2 1.2 1.00 1.00 1.00 1.78 1.12 1.00 1.00 1.00 0.00 0.74 2 25.0 1.2 4.6 1.0 4.4 1.2 1.12 1.79 1.00 1.79 1.12 0.75 0.00 1.00 0.00 0.74 3 25.0 1.2 4.4 1.0 4.4 1.2 1.12 1.79 1.00 1.79 1.12 0.74 0.00 1.00 0.00 0.74 4 25.0 1.2 4.4 1.0 4.6 1.2 1.12 1.79 1.00 1.79 1.12 0.74 0.00 1.00 0.00 0.75 5 20.7 1.2 4.2 1.0 1.0 1.0 1.12 1.78 1.00 1.00 1.00 0.74 0.00 1.00 1.00 1.00 Page 32 Of 198 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.85 2.65 1.89 0.45 2 0.85 2.65 1.89 0.45 0.82 2.65 1.89 0.43 3 0.82 2.65 1.89 0.43 0.82 2.65 1.89 0.43 4 0.82 2.65 1.89 0.43 0.85 2.65 1.89 0.45 5 0.85 2.65 1.89 0.45 LOAD ID - 0.6Wind_Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.64 0.95 1.05 0.00 2.41 7.53 -3.29 -4.48 2 -1.00 -0.91 0.89 0.98 -4.48 -3.35 1.82 12.60 -3.16 -4.28 3 -0.99 -0.90 0.90 0.99 -4.28 -3.16 1.93 12.50 -3.16 -4.28 4 -0.98 -0.89 0.91 1.00 -4.28 -3.16 1.82 12.40 -3.35 -4.48 5 -1.05 -0.95 0.64 -4.48 -3.29 2.41 13.14 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 0.95 2.61 0.37 RLap -3.29 4.56 0.72 RLap 0.78 0.54 2 LLap -0.91 2.61 0.35 LLap -3.35 4.56 0.73 LLap 0.78 0.46 3 LLap -0.90 2.61 0.34 RLap -3.16 4.56 0.69 RLap 0.74 0.52 4 RLap 0.91 2.61 0.35 RLap -3.35 4.56 0.73 RLap 0.78 0.46 5 LLap -0.95 2.61 0.37 LLap -3.29 4.56 0.72 LLap 0.78 0.54 UNBRACE LENGTHS: ---------------- Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 20.7 15.1 15.1 15.1 1.0 1.0 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 25.0 1.0 1.0 13.6 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 25.0 1.0 1.0 13.9 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 25.0 1.0 1.0 13.6 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5 20.7 1.0 1.0 15.1 15.1 15.1 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 Page 33 Of 198 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.94 2.65 1.89 0.50 2 0.94 2.65 1.89 0.50 0.90 2.65 1.89 0.48 3 0.90 2.65 1.89 0.48 0.90 2.65 1.89 0.48 4 0.90 2.65 1.89 0.48 0.94 2.65 1.89 0.50 5 0.94 2.65 1.89 0.50 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.37 2.76 0.43 2.76 2 -0.34 3.33 0.36 3.33 3 -0.37 3.33 0.41 3.33 4 -0.34 3.33 0.36 3.33 5 -0.37 2.76 0.43 2.76 ================================================================================ U20H0626A Wall 2 - Girt Design 4 (Locate 27.25) 5/20/21 10:05am ================================================================================ GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z060 27.2500 20.67 1.19 6.58 0 62.8 0.00 0.70 2 08Z060 27.2500 25.00 1.19 1.19 6.58 0 78.6 0.00 0.70 3 08Z060 27.2500 25.00 1.19 1.19 6.58 0 78.6 0.00 0.70 4 08Z060 27.2500 25.00 1.19 1.19 6.58 0 78.6 0.00 0.70 5 08Z060 27.2500 20.67 1.19 6.58 0 62.8 0.00 0.70 ------ 361.4 LOAD ID - 0.6Wind_Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.55 -0.85 -0.94 0.00 -2.09 7.63 2.96 4.02 2 0.90 0.82 -0.81 -0.89 4.02 2.99 -1.67 12.58 2.87 3.88 3 0.90 0.81 -0.81 -0.90 3.88 2.87 -1.73 12.50 2.87 3.88 4 0.89 0.81 -0.82 -0.90 3.88 2.87 -1.67 12.42 2.99 4.02 5 0.94 0.85 -0.55 4.02 2.96 -2.09 13.04 0.00 Page 34 Of 198 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.85 2.61 0.33 RLap 2.96 3.88 0.76 RLap 0.70 -0.47 2 LLap 0.82 2.61 0.31 LLap 2.99 3.86 0.78 LLap 0.70 -0.43 3 LLap 0.81 2.61 0.31 LLap 2.87 3.87 0.74 LLap 0.68 -0.47 4 RLap -0.82 2.61 0.31 RLap 2.99 3.86 0.78 RLap 0.70 -0.43 5 LLap 0.85 2.61 0.33 LLap 2.96 3.88 0.76 LLap 0.70 -0.47 UNBRACE LENGTHS: ---------------- Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 20.7 1.0 1.0 1.0 4.2 1.2 1.00 1.00 1.00 1.78 1.12 1.00 1.00 1.00 0.00 0.74 2 25.0 1.2 4.6 1.0 4.4 1.2 1.12 1.79 1.00 1.79 1.12 0.75 0.00 1.00 0.00 0.74 3 25.0 1.2 4.4 1.0 4.4 1.2 1.12 1.79 1.00 1.79 1.12 0.74 0.00 1.00 0.00 0.74 4 25.0 1.2 4.4 1.0 4.6 1.2 1.12 1.79 1.00 1.79 1.12 0.74 0.00 1.00 0.00 0.75 5 20.7 1.2 4.2 1.0 1.0 1.0 1.12 1.78 1.00 1.00 1.00 0.74 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.85 2.65 1.89 0.45 2 0.85 2.65 1.89 0.45 0.82 2.65 1.89 0.43 3 0.82 2.65 1.89 0.43 0.82 2.65 1.89 0.43 4 0.82 2.65 1.89 0.43 0.85 2.65 1.89 0.45 5 0.85 2.65 1.89 0.45 LOAD ID - 0.6Wind_Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.64 0.95 1.05 0.00 2.41 7.53 -3.29 -4.48 2 -1.00 -0.91 0.89 0.98 -4.48 -3.35 1.82 12.60 -3.16 -4.28 3 -0.99 -0.90 0.90 0.99 -4.28 -3.16 1.92 12.50 -3.16 -4.28 4 -0.98 -0.89 0.91 1.00 -4.28 -3.16 1.82 12.40 -3.35 -4.48 5 -1.05 -0.95 0.64 -4.48 -3.29 2.41 13.14 0.00 Page 35 Of 198 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 0.95 2.61 0.37 RLap -3.29 4.56 0.72 RLap 0.78 0.54 2 LLap -0.91 2.61 0.35 LLap -3.35 4.56 0.73 LLap 0.78 0.46 3 LLap -0.90 2.61 0.34 LLap -3.16 4.56 0.69 LLap 0.74 0.52 4 RLap 0.91 2.61 0.35 RLap -3.35 4.56 0.73 RLap 0.78 0.46 5 LLap -0.95 2.61 0.37 LLap -3.29 4.56 0.72 LLap 0.78 0.54 UNBRACE LENGTHS: ---------------- Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 20.7 15.1 15.1 15.1 1.0 1.0 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 25.0 1.0 1.0 13.6 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 25.0 1.0 1.0 13.9 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 25.0 1.0 1.0 13.6 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5 20.7 1.0 1.0 15.1 15.1 15.1 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.94 2.65 1.89 0.50 2 0.94 2.65 1.89 0.50 0.90 2.65 1.89 0.48 3 0.90 2.65 1.89 0.48 0.90 2.65 1.89 0.48 4 0.90 2.65 1.89 0.48 0.94 2.65 1.89 0.50 5 0.94 2.65 1.89 0.50 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.37 2.76 0.43 2.76 2 -0.34 3.33 0.36 3.33 3 -0.37 3.33 0.41 3.33 4 -0.34 3.33 0.36 3.33 5 -0.37 2.76 0.43 2.76 ================================================================================ U20H0626A Wall 2 - Panel Design (Bay 5) 5/20/21 10:05am ================================================================================ Page 36 Of 198 PANEL DATA: ----------- Bay Rotation Panel Id Part Type Gage Yield Stiffness Height --- -------- ---- ----- ----- --------- ------ 5 CW6-80 CW 26.00 80.0 0.44 33.83 MOMENTS & DEFLECTION: --------------------- --------------Moment(ft-lb/ft)------------- Span Locate(ft) Start Midspan End Max Deflect(in) Id Start End Load Calc Limit Calc Limit Calc Limit UC Calc Limit ---- ----- ----- ---- ----- ----- ----- ----- ----- ----- ---- ----- ----- 1 0.00 7.50 WP 0.0 113.3 -61.5 113.3 75.1 138.5 0.54 -0.28 1.00 WS 0.0 138.5 81.7 138.5 -99.7 113.3 0.88 0.37 1.00 2 7.50 14.08 WP 75.1 138.5 -15.4 113.3 42.8 138.5 0.54 -0.01 0.88 WS -99.7 113.3 20.4 138.5 -56.9 113.3 0.88 0.02 0.88 3 14.08 20.67 WP 42.9 138.5 -28.4 113.3 47.3 138.5 0.34 -0.08 0.88 WS -56.9 113.3 37.7 138.5 -62.9 113.3 0.56 0.11 0.88 4 20.67 27.25 WP 47.3 138.5 -19.2 113.3 61.6 138.5 0.44 -0.03 0.88 WS -62.9 113.3 25.4 138.5 -81.8 113.3 0.72 0.05 0.88 5 27.25 33.83 WP 61.6 138.5 -45.9 113.3 0.0 113.3 0.45 -0.16 0.88 WS -81.8 113.3 60.9 138.5 0.0 138.5 0.72 0.21 0.88 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction ================================================================================ U20H0626A Wall 2 - Panel Zones 5/20/21 10:05am ================================================================================ PANEL: ------ Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- CW6-80 0.019 80.00 62.00 GIRT SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- H1045 0.22 0.44 2.80 PANEL ZONE LAYOUT: ------------------ --Girt(ft,ft,in)-- Panel Zone ----Wall(ft)--- Bay Load Min Span Id Description Offset1 Offset2 Id Locate Width Thick (ft) ---- ------------- ------- ------- --- ------ ----- ----- ----- 1 Interior 8.40 108.60 1 7.50 7.04 0.060 7.50 2 Lt Edge 0.00 8.40 1 7.50 7.04 0.060 7.50 3 Rt Edge 108.60 117.00 5 7.50 7.04 0.060 7.50 GIRT SCREW CHECK: ----------------- Page 37 Of 198 Screw Wind --------Limit(k )------- Zone Space Suction Load Girt Panel Screw Max Id (ft) (psf ) (k ) Pullout Pullover Tension UC ---- ----- ------- ----- ------- -------- ------- ---- 1 1.00 14.64 0.10 0.26 0.26 0.75 0.40 2 1.00 18.01 0.13 0.26 0.26 0.75 0.50 3 1.00 18.01 0.13 0.26 0.26 0.75 0.50 ================================================================================ U20H0626A Wall 2 - Weight Summary 5/20/21 10:05am ================================================================================ Girts = 1445.57 Jambs/Headers = 0.00 -------- 1445.57 ================================================================================ U20H0626A Wall 2 - Warning Summary 5/20/21 10:05am ================================================================================ .. No Warnings Page 38 Of 198 *=============================================================================== *U20H0626A Sidewall Design Input 5/20/21 10:05am *=============================================================================== *( 1)JOBID: 'U20H0626A' *( 2)PROGRAM OPTIONS: *Sidewall Run Run Lap * Id Girt Panel Stiff 'B' 'Y' 'Y' 1.00 *( 3)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS16 ' 'AISC16' '----' 'IBC ' '18' 'IBC 18 ' 'D ' *( 4)DESIGN CONSTANTS: * ---Strength_Factors-- * Stress_Ratio ---Seismic--- * Girt Panel Wind Frame Brace 1.03 1.03 1.0000 1.0000 1.2000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * ---Girt--- --Panel--- * Wall Facia Wall Facia 90. 90. 90. 90. *( 7)REPORTS: * Input Wall Door Wall * Echo Girt Jamb Panel 'Y' '2' '3' 'Y' *( 8)BUILDING LAYOUT: *---------Build---------- -----Left_Expand_EW----- -----Right_Expand_EW---- * Type Width Length Use Opt Extend Offset Use Opt Extend Offset 'FF-' 84.0000 117.0000 'N ' '-' 0.000 0.000 'N ' '-' 0.000 0.000 *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 4 0.0000 34.0000 8.000 42.0000 34.8750 8.000 84.0000 34.0000 8.000 84.0000 0.0000 8.000 *(10)SIDEWALL BAY SPACING: * No. ---Bay_Set--- * Sets Width Quan 3 21.0000 1 25.0000 3 21.0000 1 *(11)WALL OPENINGS: * Bay Sill Base Set Panel Page 39 Of 198 JambL/JambR/Header/Sill *No. Id Id Width Height Offset Type Height Elev Depth Opt Type Part 0 *(12)PARTIAL WALLS: * --Bay_Id- ----Offset---- Jamb Base Top Full_Load ----Panel---- Deflect_Limit *No. Id Use Opt Start End Start End Height Type Type Type Girt Col Part Opt Girt Panel 0 *(13)GIRT DESIGN: *Girt --Flange_Strap-- Set Set Max *Type Out In Space Depth Lap Space 'ZB' 'C' 'N' 10.0000 8.000 0.0000 7.5000 *(14)GIRT LOCATION: * Set * Loc No. Location 'Y' 4 7.5000 14.0833 20.6667 27.2500 *(15)SPECIAL GIRT: * --Bay_Id-- *No. Start End Height Type Rot Part Use 0 *(16)PANELS/GUTTERS: * Wall -----Gutter----- ------Insulation----- Stand * Panel Use Type Width Use Thick Part Seam 'CW6-80 ' '-' 'Y' 0.000 'O' 6.000 '--------' 'Y' *(17)LINER PANELS: * --Bay_Id- Flange *No. Start End Height Part Opt 0 *(18)FACIA/PARAPET: * -Bay_Id-- Horz -Vertical_Size- --Edge_Extend- Beam * No. Id Type Opt Start End Width Elev Height Left Right Mount Lap 0 *(19)FACIA/PARAPET GIRTS: *Ext ---Top-- Interior -Gutter- Set *Id Type Rot Type Rot Type Rot Depth *(20)FACIA/PARAPET PANELS: *Ext Front -----Back---- Angle *Id Part Part Rot Spacing *(21)BASIC LOADS: * ---Deflection--- Wind * Basic Load_Ratio Load ---Seismic--- * Wind Snow Wind Seis Factor Dead Coeff 20.9 1.00 0.47 1.00 0.60 3.00 0.0000 *(22)EDGE ZONE: * -Left_Zone-- -Right_Zone- Jamb/ * Width Base Width Base Girt Panel Column 8.400 0.000 8.400 0.000 1.07 1.23 1.07 Page 40 Of 198 *(23)WIND PRESSURE/SUCTION: * Wind Wind * Pressure Suction 18.2 -20.1 .. Girt/Header 22.6 -24.4 .. Panel 18.2 -20.1 .. Jamb 0.0 0.0 .. Parapet Girt *(24)GIRT LAPS: * Data ------Set_1------- ------Set_2------- ------Set_3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan '-' 0 *(25)GIRT STRAPS: * Data ---Set_1--- ---Set_2--- ---Set_3--- ---Set_4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(26)EXPANSION JOINTS: * No. Expansion_Location 0 *(27)BEAMS: * Bay *No. Id Use Height Offset Locate1 Locate2 0 *(28)DESIGN CODE OPTIONS: *No. Event Condition 0 *(29)PANEL SCREWS: * No. Washer *Zone Zone Part Dia Limit Dia -------Spacing------ 2 'INT ' 'H1045 ' 0.216 2.800 0.438 12.000 6.000 0.000 'EDGE' 'H1045 ' 0.216 2.800 0.438 12.000 6.000 0.000 *(30)GIRT SIZE: * Bay -----Extend---- Frame_Opt -Frame_Id- * No. Id Locate Type Rot Opt Part Left Right Left Right Left Right 0 * Code files used: * IBC.18 * EW_IBC.18 Version 4.0 ================================================================================ U20H0626A Wall 4 - Design Code 5/20/21 10:05am ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Page 41 Of 198 Wind Code : IBC 18 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ U20H0626A Wall 4 - Bypass Girt Layout 5/20/21 10:05am ================================================================================ GIRT LAYOUT: ------------ Des Bay Bay_Offset Design ---Extend-- ----Max_Load--- Locate Id Id Part Start End Length Left Right Weight Id UC Report Rot ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 7.50 1 1 08Z060 0.00 21.00 20.67 0.00 1.19 62.8 WS 0.83 Mom+Shr D 2 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WS 0.84 Mom+Shr D 3 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WS 0.80 Mom+Shr D 4 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WS 0.84 Mom+Shr D 5 08Z060 0.00 21.00 20.67 1.19 0.00 62.8 WS 0.83 Mom+Shr D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 14.08 2 1 08Z060 0.00 21.00 20.67 0.00 1.19 62.8 WS 0.78 Mom+Shr D 2 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WP 0.78 Moment D 3 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WP 0.74 Moment D 4 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WP 0.78 Moment D 5 08Z060 0.00 21.00 20.67 1.19 0.00 62.8 WS 0.78 Mom+Shr D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 20.67 3 1 08Z060 0.00 21.00 20.67 0.00 1.19 62.8 WS 0.78 Mom+Shr D 2 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WP 0.78 Moment D 3 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WP 0.74 Moment D 4 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WP 0.78 Moment D 5 08Z060 0.00 21.00 20.67 1.19 0.00 62.8 WS 0.78 Mom+Shr D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 27.25 4 1 08Z060 0.00 21.00 20.67 0.00 1.19 62.8 WS 0.78 Mom+Shr D 2 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WP 0.78 Moment D 3 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WP 0.74 Moment D 4 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WP 0.78 Moment D 5 08Z060 0.00 21.00 20.67 1.19 0.00 62.8 WS 0.78 Mom+Shr D WP - 0.6Wind_Pressure WS - 0.6Wind_Suction GIRT INSIDE FLANGE BRACE: ------------------------- No._Brace/Bay 1 2 3 4 5 --- --- --- --- --- 0 0 0 0 0 ================================================================================ U20H0626A Wall 4 - Girt Design 1 (Locate 7.50) 5/20/21 10:05am ================================================================================ GIRT LAYOUT: ------------ Available Page 42 Of 198 Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z060 7.5000 20.67 1.19 7.04 0 62.8 0.00 0.70 2 08Z060 7.5000 25.00 1.19 1.19 7.04 0 78.6 0.00 0.70 3 08Z060 7.5000 25.00 1.19 1.19 7.04 0 78.6 0.00 0.70 4 08Z060 7.5000 25.00 1.19 1.19 7.04 0 78.6 0.00 0.70 5 08Z060 7.5000 20.67 1.19 7.04 0 62.8 0.00 0.70 ------ 361.4 LOAD ID - 0.6Wind_Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.59 -0.91 -1.00 0.00 -2.24 7.63 3.16 4.30 2 0.97 0.88 -0.86 -0.96 4.30 3.20 -1.78 12.58 3.07 4.15 3 0.96 0.87 -0.87 -0.96 4.15 3.06 -1.86 12.50 3.06 4.15 4 0.96 0.86 -0.88 -0.97 4.15 3.07 -1.78 12.42 3.20 4.30 5 1.00 0.91 -0.59 4.30 3.16 -2.24 13.04 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.91 2.61 0.35 RLap 3.16 3.88 0.82 RLap 0.75 -0.50 2 LLap 0.88 2.61 0.34 LLap 3.20 3.86 0.83 LLap 0.75 -0.46 3 LLap 0.87 2.61 0.33 LLap 3.06 3.87 0.79 LLap 0.72 -0.50 4 RLap -0.88 2.61 0.34 RLap 3.20 3.86 0.83 RLap 0.75 -0.46 5 LLap 0.91 2.61 0.35 LLap 3.16 3.88 0.82 LLap 0.75 -0.50 UNBRACE LENGTHS: ---------------- Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 20.7 1.0 1.0 1.0 4.2 1.2 1.00 1.00 1.00 1.78 1.12 1.00 1.00 1.00 0.00 0.74 2 25.0 1.2 4.6 1.0 4.4 1.2 1.12 1.79 1.00 1.79 1.12 0.75 0.00 1.00 0.00 0.74 3 25.0 1.2 4.4 1.0 4.4 1.2 1.12 1.79 1.00 1.79 1.12 0.74 0.00 1.00 0.00 0.74 4 25.0 1.2 4.4 1.0 4.6 1.2 1.12 1.79 1.00 1.79 1.12 0.74 0.00 1.00 0.00 0.75 5 20.7 1.2 4.2 1.0 1.0 1.0 1.12 1.78 1.00 1.00 1.00 0.74 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Page 43 Of 198 Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.90 2.65 1.89 0.48 2 0.90 2.65 1.89 0.48 0.87 2.65 1.89 0.46 3 0.87 2.65 1.89 0.46 0.87 2.65 1.89 0.46 4 0.87 2.65 1.89 0.46 0.90 2.65 1.89 0.48 5 0.90 2.65 1.89 0.48 LOAD ID - 0.6Wind_Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.68 1.02 1.12 0.00 2.58 7.53 -3.52 -4.79 2 -1.07 -0.97 0.95 1.05 -4.79 -3.58 1.95 12.60 -3.39 -4.58 3 -1.06 -0.96 0.96 1.06 -4.58 -3.37 2.06 12.50 -3.37 -4.58 4 -1.05 -0.95 0.97 1.07 -4.58 -3.39 1.95 12.40 -3.58 -4.79 5 -1.12 -1.02 0.68 -4.79 -3.52 2.58 13.14 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 1.02 2.61 0.39 RLap -3.52 4.56 0.77 RLap 0.83 0.58 2 LLap -0.97 2.61 0.37 LLap -3.58 4.56 0.79 LLap 0.84 0.50 3 LLap -0.96 2.61 0.37 LLap -3.37 4.56 0.74 LLap 0.80 0.56 4 RLap 0.97 2.61 0.37 RLap -3.58 4.56 0.79 RLap 0.84 0.50 5 LLap -1.02 2.61 0.39 LLap -3.52 4.56 0.77 LLap 0.83 0.58 UNBRACE LENGTHS: ---------------- Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 20.7 15.1 15.1 15.1 1.0 1.0 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 25.0 1.0 1.0 13.6 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 25.0 1.0 1.0 13.9 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 25.0 1.0 1.0 13.6 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5 20.7 1.0 1.0 15.1 15.1 15.1 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Page 44 Of 198 Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 1.01 2.65 1.89 0.53 2 1.01 2.65 1.89 0.53 0.96 2.65 1.89 0.51 3 0.96 2.65 1.89 0.51 0.96 2.65 1.89 0.51 4 0.96 2.65 1.89 0.51 1.01 2.65 1.89 0.53 5 1.01 2.65 1.89 0.53 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.40 2.76 0.46 2.76 2 -0.36 3.33 0.39 3.33 3 -0.39 3.33 0.44 3.33 4 -0.36 3.33 0.39 3.33 5 -0.40 2.76 0.46 2.76 ================================================================================ U20H0626A Wall 4 - Girt Design 2 (Locate 14.08) 5/20/21 10:05am ================================================================================ GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z060 14.0833 20.67 1.19 6.58 0 62.8 0.00 0.70 2 08Z060 14.0833 25.00 1.19 1.19 6.58 0 78.6 0.00 0.70 3 08Z060 14.0833 25.00 1.19 1.19 6.58 0 78.6 0.00 0.70 4 08Z060 14.0833 25.00 1.19 1.19 6.58 0 78.6 0.00 0.70 5 08Z060 14.0833 20.67 1.19 6.58 0 62.8 0.00 0.70 ------ 361.4 LOAD ID - 0.6Wind_Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.55 -0.85 -0.94 0.00 -2.09 7.63 2.96 4.02 2 0.90 0.82 -0.81 -0.89 4.02 2.99 -1.67 12.58 2.87 3.88 3 0.90 0.81 -0.81 -0.90 3.88 2.87 -1.73 12.50 2.87 3.88 4 0.89 0.81 -0.82 -0.90 3.88 2.87 -1.67 12.42 2.99 4.02 5 0.94 0.85 -0.55 4.02 2.96 -2.09 13.04 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Page 45 Of 198 Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.85 2.61 0.33 RLap 2.96 3.88 0.76 RLap 0.70 -0.47 2 LLap 0.82 2.61 0.31 LLap 2.99 3.86 0.78 LLap 0.70 -0.43 3 LLap 0.81 2.61 0.31 RLap 2.87 3.87 0.74 RLap 0.68 -0.47 4 RLap -0.82 2.61 0.31 RLap 2.99 3.86 0.78 RLap 0.70 -0.43 5 LLap 0.85 2.61 0.33 LLap 2.96 3.88 0.76 LLap 0.70 -0.47 UNBRACE LENGTHS: ---------------- Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 20.7 1.0 1.0 1.0 4.2 1.2 1.00 1.00 1.00 1.78 1.12 1.00 1.00 1.00 0.00 0.74 2 25.0 1.2 4.6 1.0 4.4 1.2 1.12 1.79 1.00 1.79 1.12 0.75 0.00 1.00 0.00 0.74 3 25.0 1.2 4.4 1.0 4.4 1.2 1.12 1.79 1.00 1.79 1.12 0.74 0.00 1.00 0.00 0.74 4 25.0 1.2 4.4 1.0 4.6 1.2 1.12 1.79 1.00 1.79 1.12 0.74 0.00 1.00 0.00 0.75 5 20.7 1.2 4.2 1.0 1.0 1.0 1.12 1.78 1.00 1.00 1.00 0.74 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.85 2.65 1.89 0.45 2 0.85 2.65 1.89 0.45 0.82 2.65 1.89 0.43 3 0.82 2.65 1.89 0.43 0.82 2.65 1.89 0.43 4 0.82 2.65 1.89 0.43 0.85 2.65 1.89 0.45 5 0.85 2.65 1.89 0.45 LOAD ID - 0.6Wind_Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.64 0.95 1.05 0.00 2.41 7.53 -3.29 -4.48 2 -1.00 -0.91 0.89 0.98 -4.48 -3.35 1.82 12.60 -3.16 -4.28 3 -0.99 -0.90 0.90 0.99 -4.28 -3.16 1.92 12.50 -3.16 -4.28 4 -0.98 -0.89 0.91 1.00 -4.28 -3.16 1.82 12.40 -3.35 -4.48 5 -1.05 -0.95 0.64 -4.48 -3.29 2.41 13.14 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Page 46 Of 198 Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 0.95 2.61 0.37 RLap -3.29 4.56 0.72 RLap 0.78 0.54 2 LLap -0.91 2.61 0.35 LLap -3.35 4.56 0.73 LLap 0.78 0.46 3 LLap -0.90 2.61 0.34 LLap -3.16 4.56 0.69 LLap 0.74 0.52 4 RLap 0.91 2.61 0.35 RLap -3.35 4.56 0.73 RLap 0.78 0.46 5 LLap -0.95 2.61 0.37 LLap -3.29 4.56 0.72 LLap 0.78 0.54 UNBRACE LENGTHS: ---------------- Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 20.7 15.1 15.1 15.1 1.0 1.0 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 25.0 1.0 1.0 13.6 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 25.0 1.0 1.0 13.9 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 25.0 1.0 1.0 13.6 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5 20.7 1.0 1.0 15.1 15.1 15.1 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.94 2.65 1.89 0.50 2 0.94 2.65 1.89 0.50 0.90 2.65 1.89 0.48 3 0.90 2.65 1.89 0.48 0.90 2.65 1.89 0.48 4 0.90 2.65 1.89 0.48 0.94 2.65 1.89 0.50 5 0.94 2.65 1.89 0.50 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.37 2.76 0.43 2.76 2 -0.34 3.33 0.36 3.33 3 -0.37 3.33 0.41 3.33 4 -0.34 3.33 0.36 3.33 5 -0.37 2.76 0.43 2.76 ================================================================================ U20H0626A Wall 4 - Girt Design 3 (Locate 20.67) 5/20/21 10:05am ================================================================================ GIRT LAYOUT: Page 47 Of 198 ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z060 20.6667 20.67 1.19 6.58 0 62.8 0.00 0.70 2 08Z060 20.6667 25.00 1.19 1.19 6.58 0 78.6 0.00 0.70 3 08Z060 20.6667 25.00 1.19 1.19 6.58 0 78.6 0.00 0.70 4 08Z060 20.6667 25.00 1.19 1.19 6.58 0 78.6 0.00 0.70 5 08Z060 20.6667 20.67 1.19 6.58 0 62.8 0.00 0.70 ------ 361.4 LOAD ID - 0.6Wind_Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.55 -0.85 -0.94 0.00 -2.09 7.63 2.96 4.02 2 0.90 0.82 -0.81 -0.89 4.02 2.99 -1.67 12.58 2.87 3.88 3 0.90 0.81 -0.81 -0.90 3.88 2.87 -1.73 12.50 2.87 3.88 4 0.89 0.81 -0.82 -0.90 3.88 2.87 -1.67 12.42 2.99 4.02 5 0.94 0.85 -0.55 4.02 2.96 -2.09 13.04 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.85 2.61 0.33 RLap 2.96 3.88 0.76 RLap 0.70 -0.47 2 LLap 0.82 2.61 0.31 LLap 2.99 3.86 0.78 LLap 0.70 -0.43 3 LLap 0.81 2.61 0.31 RLap 2.87 3.87 0.74 LLap 0.68 -0.47 4 RLap -0.82 2.61 0.31 RLap 2.99 3.86 0.78 RLap 0.70 -0.43 5 LLap 0.85 2.61 0.33 LLap 2.96 3.88 0.76 LLap 0.70 -0.47 UNBRACE LENGTHS: ---------------- Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 20.7 1.0 1.0 1.0 4.2 1.2 1.00 1.00 1.00 1.78 1.12 1.00 1.00 1.00 0.00 0.74 2 25.0 1.2 4.6 1.0 4.4 1.2 1.12 1.79 1.00 1.79 1.12 0.75 0.00 1.00 0.00 0.74 3 25.0 1.2 4.4 1.0 4.4 1.2 1.12 1.79 1.00 1.79 1.12 0.74 0.00 1.00 0.00 0.74 4 25.0 1.2 4.4 1.0 4.6 1.2 1.12 1.79 1.00 1.79 1.12 0.74 0.00 1.00 0.00 0.75 5 20.7 1.2 4.2 1.0 1.0 1.0 1.12 1.78 1.00 1.00 1.00 0.74 0.00 1.00 1.00 1.00 Page 48 Of 198 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.85 2.65 1.89 0.45 2 0.85 2.65 1.89 0.45 0.82 2.65 1.89 0.43 3 0.82 2.65 1.89 0.43 0.82 2.65 1.89 0.43 4 0.82 2.65 1.89 0.43 0.85 2.65 1.89 0.45 5 0.85 2.65 1.89 0.45 LOAD ID - 0.6Wind_Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.64 0.95 1.05 0.00 2.41 7.53 -3.29 -4.48 2 -1.00 -0.91 0.89 0.98 -4.48 -3.35 1.82 12.60 -3.16 -4.28 3 -0.99 -0.90 0.90 0.99 -4.28 -3.16 1.93 12.50 -3.16 -4.28 4 -0.98 -0.89 0.91 1.00 -4.28 -3.16 1.82 12.40 -3.35 -4.48 5 -1.05 -0.95 0.64 -4.48 -3.29 2.41 13.14 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 0.95 2.61 0.37 RLap -3.29 4.56 0.72 RLap 0.78 0.54 2 LLap -0.91 2.61 0.35 LLap -3.35 4.56 0.73 LLap 0.78 0.46 3 LLap -0.90 2.61 0.34 RLap -3.16 4.56 0.69 RLap 0.74 0.52 4 RLap 0.91 2.61 0.35 RLap -3.35 4.56 0.73 RLap 0.78 0.46 5 LLap -0.95 2.61 0.37 LLap -3.29 4.56 0.72 LLap 0.78 0.54 UNBRACE LENGTHS: ---------------- Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 20.7 15.1 15.1 15.1 1.0 1.0 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 25.0 1.0 1.0 13.6 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 25.0 1.0 1.0 13.9 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 25.0 1.0 1.0 13.6 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5 20.7 1.0 1.0 15.1 15.1 15.1 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 Page 49 Of 198 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.94 2.65 1.89 0.50 2 0.94 2.65 1.89 0.50 0.90 2.65 1.89 0.48 3 0.90 2.65 1.89 0.48 0.90 2.65 1.89 0.48 4 0.90 2.65 1.89 0.48 0.94 2.65 1.89 0.50 5 0.94 2.65 1.89 0.50 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.37 2.76 0.43 2.76 2 -0.34 3.33 0.36 3.33 3 -0.37 3.33 0.41 3.33 4 -0.34 3.33 0.36 3.33 5 -0.37 2.76 0.43 2.76 ================================================================================ U20H0626A Wall 4 - Girt Design 4 (Locate 27.25) 5/20/21 10:05am ================================================================================ GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z060 27.2500 20.67 1.19 6.58 0 62.8 0.00 0.70 2 08Z060 27.2500 25.00 1.19 1.19 6.58 0 78.6 0.00 0.70 3 08Z060 27.2500 25.00 1.19 1.19 6.58 0 78.6 0.00 0.70 4 08Z060 27.2500 25.00 1.19 1.19 6.58 0 78.6 0.00 0.70 5 08Z060 27.2500 20.67 1.19 6.58 0 62.8 0.00 0.70 ------ 361.4 LOAD ID - 0.6Wind_Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.55 -0.85 -0.94 0.00 -2.09 7.63 2.96 4.02 2 0.90 0.82 -0.81 -0.89 4.02 2.99 -1.67 12.58 2.87 3.88 3 0.90 0.81 -0.81 -0.90 3.88 2.87 -1.73 12.50 2.87 3.88 4 0.89 0.81 -0.82 -0.90 3.88 2.87 -1.67 12.42 2.99 4.02 5 0.94 0.85 -0.55 4.02 2.96 -2.09 13.04 0.00 Page 50 Of 198 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.85 2.61 0.33 RLap 2.96 3.88 0.76 RLap 0.70 -0.47 2 LLap 0.82 2.61 0.31 LLap 2.99 3.86 0.78 LLap 0.70 -0.43 3 LLap 0.81 2.61 0.31 LLap 2.87 3.87 0.74 LLap 0.68 -0.47 4 RLap -0.82 2.61 0.31 RLap 2.99 3.86 0.78 RLap 0.70 -0.43 5 LLap 0.85 2.61 0.33 LLap 2.96 3.88 0.76 LLap 0.70 -0.47 UNBRACE LENGTHS: ---------------- Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 20.7 1.0 1.0 1.0 4.2 1.2 1.00 1.00 1.00 1.78 1.12 1.00 1.00 1.00 0.00 0.74 2 25.0 1.2 4.6 1.0 4.4 1.2 1.12 1.79 1.00 1.79 1.12 0.75 0.00 1.00 0.00 0.74 3 25.0 1.2 4.4 1.0 4.4 1.2 1.12 1.79 1.00 1.79 1.12 0.74 0.00 1.00 0.00 0.74 4 25.0 1.2 4.4 1.0 4.6 1.2 1.12 1.79 1.00 1.79 1.12 0.74 0.00 1.00 0.00 0.75 5 20.7 1.2 4.2 1.0 1.0 1.0 1.12 1.78 1.00 1.00 1.00 0.74 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.85 2.65 1.89 0.45 2 0.85 2.65 1.89 0.45 0.82 2.65 1.89 0.43 3 0.82 2.65 1.89 0.43 0.82 2.65 1.89 0.43 4 0.82 2.65 1.89 0.43 0.85 2.65 1.89 0.45 5 0.85 2.65 1.89 0.45 LOAD ID - 0.6Wind_Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.64 0.95 1.05 0.00 2.41 7.53 -3.29 -4.48 2 -1.00 -0.91 0.89 0.98 -4.48 -3.35 1.82 12.60 -3.16 -4.28 3 -0.99 -0.90 0.90 0.99 -4.28 -3.16 1.92 12.50 -3.16 -4.28 4 -0.98 -0.89 0.91 1.00 -4.28 -3.16 1.82 12.40 -3.35 -4.48 5 -1.05 -0.95 0.64 -4.48 -3.29 2.41 13.14 0.00 Page 51 Of 198 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 0.95 2.61 0.37 RLap -3.29 4.56 0.72 RLap 0.78 0.54 2 LLap -0.91 2.61 0.35 LLap -3.35 4.56 0.73 LLap 0.78 0.46 3 LLap -0.90 2.61 0.34 LLap -3.16 4.56 0.69 LLap 0.74 0.52 4 RLap 0.91 2.61 0.35 RLap -3.35 4.56 0.73 RLap 0.78 0.46 5 LLap -0.95 2.61 0.37 LLap -3.29 4.56 0.72 LLap 0.78 0.54 UNBRACE LENGTHS: ---------------- Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 20.7 15.1 15.1 15.1 1.0 1.0 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 25.0 1.0 1.0 13.6 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 25.0 1.0 1.0 13.9 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 25.0 1.0 1.0 13.6 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5 20.7 1.0 1.0 15.1 15.1 15.1 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.94 2.65 1.89 0.50 2 0.94 2.65 1.89 0.50 0.90 2.65 1.89 0.48 3 0.90 2.65 1.89 0.48 0.90 2.65 1.89 0.48 4 0.90 2.65 1.89 0.48 0.94 2.65 1.89 0.50 5 0.94 2.65 1.89 0.50 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.37 2.76 0.43 2.76 2 -0.34 3.33 0.36 3.33 3 -0.37 3.33 0.41 3.33 4 -0.34 3.33 0.36 3.33 5 -0.37 2.76 0.43 2.76 ================================================================================ U20H0626A Wall 4 - Panel Design (Bay 5) 5/20/21 10:05am ================================================================================ Page 52 Of 198 PANEL DATA: ----------- Bay Rotation Panel Id Part Type Gage Yield Stiffness Height --- -------- ---- ----- ----- --------- ------ 5 CW6-80 CW 26.00 80.0 0.44 33.83 MOMENTS & DEFLECTION: --------------------- --------------Moment(ft-lb/ft)------------- Span Locate(ft) Start Midspan End Max Deflect(in) Id Start End Load Calc Limit Calc Limit Calc Limit UC Calc Limit ---- ----- ----- ---- ----- ----- ----- ----- ----- ----- ---- ----- ----- 1 0.00 7.50 WP 0.0 113.3 -61.5 113.3 75.1 138.5 0.54 -0.28 1.00 WS 0.0 138.5 81.7 138.5 -99.7 113.3 0.88 0.37 1.00 2 7.50 14.08 WP 75.1 138.5 -15.4 113.3 42.8 138.5 0.54 -0.01 0.88 WS -99.7 113.3 20.4 138.5 -56.9 113.3 0.88 0.02 0.88 3 14.08 20.67 WP 42.9 138.5 -28.4 113.3 47.3 138.5 0.34 -0.08 0.88 WS -56.9 113.3 37.7 138.5 -62.9 113.3 0.56 0.11 0.88 4 20.67 27.25 WP 47.3 138.5 -19.2 113.3 61.6 138.5 0.44 -0.03 0.88 WS -62.9 113.3 25.4 138.5 -81.8 113.3 0.72 0.05 0.88 5 27.25 33.83 WP 61.6 138.5 -45.9 113.3 0.0 113.3 0.45 -0.16 0.88 WS -81.8 113.3 60.9 138.5 0.0 138.5 0.72 0.21 0.88 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction ================================================================================ U20H0626A Wall 4 - Panel Zones 5/20/21 10:05am ================================================================================ PANEL: ------ Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- CW6-80 0.019 80.00 62.00 GIRT SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- H1045 0.22 0.44 2.80 PANEL ZONE LAYOUT: ------------------ --Girt(ft,ft,in)-- Panel Zone ----Wall(ft)--- Bay Load Min Span Id Description Offset1 Offset2 Id Locate Width Thick (ft) ---- ------------- ------- ------- --- ------ ----- ----- ----- 1 Interior 8.40 108.60 1 7.50 7.04 0.060 7.50 2 Lt Edge 0.00 8.40 1 7.50 7.04 0.060 7.50 3 Rt Edge 108.60 117.00 5 7.50 7.04 0.060 7.50 GIRT SCREW CHECK: ----------------- Page 53 Of 198 Screw Wind --------Limit(k )------- Zone Space Suction Load Girt Panel Screw Max Id (ft) (psf ) (k ) Pullout Pullover Tension UC ---- ----- ------- ----- ------- -------- ------- ---- 1 1.00 14.64 0.10 0.26 0.26 0.75 0.40 2 1.00 18.01 0.13 0.26 0.26 0.75 0.50 3 1.00 18.01 0.13 0.26 0.26 0.75 0.50 ================================================================================ U20H0626A Wall 4 - Weight Summary 5/20/21 10:05am ================================================================================ Girts = 1445.57 Jambs/Headers = 0.00 -------- 1445.57 ================================================================================ U20H0626A Wall 4 - Warning Summary 5/20/21 10:05am ================================================================================ .. No Warnings Page 54 Of 198 *=============================================================================== *U20H0626A Endwall Design Input 5/20/21 10:06am *=============================================================================== *( 1)JOBID: 'U20H0626A' *( 2)PROGRAM OPTIONS: * -Wall- Run Run Run Run * Loc Id Col/Raf Girt Brace Panel 'L' 1 'Y' 'Y' 'Y' 'Y' *( 3)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS16 ' 'AISC16' '----' 'IBC ' '18' 'IBC 18 ' 'D ' *( 4)DESIGN CONSTANTS: * ---Strength_Factors-- * ---Stress_Ratio--- ---Seismic--- * Col/Raf Girt Panel Wind Frame Brace 1.03 1.03 1.03 1.0000 1.0000 1.2000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * -----Rafter----- ---Girt--- --Panel--- * Live Wind Total Column Wall Facia Wall Facia Brace 180. 180. 0. 120. 90. 90. 90. 90. 60. *( 7)REPORTS: * Input Column Wall Door Wall Cable * Echo Rafter Girt Jamb Panel Brace 'Y' 'Y' '2' '3' 'Y' 'Y' *( 8)BUILDING LAYOUT: * ----------Expand_EW---------- * Type Width Length Use Opt Extend Offset Flange 'FF-' 84.0000 117.0000 'N ' '-' 0.000 0.000 0.000 *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset Opt 4 0.0000 34.0000 8.000 '-' 42.0000 34.8750 8.000 '-' 84.0000 34.0000 8.000 '-' 84.0000 0.0000 8.000 '-' *(10)BAY SPACING: * No. ---Bay_Set--- *Sets Width Quan 1 28.0000 3 *(11)ROOF & SIDEWALL BAY: * --Roof_Bay-- Frame Left_SW_Bay Right_SW_Bay * No. Width Recess Width Open Width Open 5 21.0000 1.0000 21.0000 'N' 21.0000 'N' Page 55 Of 198 *(12)WALL OPENINGS: * ----Bay--- Sill Base Set Panel JambL/JambR/Header/Sill *No. Id Id Offset Type Width Height Height Elev Depth Opt Type Part 1 1 3 19.0000 11 3.3333 7.1667 0.0000 0.000 0.000 'Y' 'CU' '--------' 'CU' '--------' 'CU' '--------' 'CU' '--------' *(13)WIDE OPENING LAYOUT: *----Open--- Bay_Id --Clear_Opening-- Wedge Stub Column Total *No. Id Type St End Width Height Height Elev Mount Weight 0 *(14)WIDE OPENING & STRUT FRAMING: *-Open- ------Door_Jamb------ Stub Head Back_Brace Strut -Header_Beam- Deflection *No. Id Type FlgWid FlgThk Type Type Type Loc Type Type Max_Spc Horz Vert 0 *(15)WIDE OPENING HEADER LOCATION: *-Open- No. Column *No. Id Location Location 0 *(16)PARTIAL WALLS: * --Bay_Id- ----Offset---- Jamb Base Top Full_Load ----Panel---- Deflect_Limit *No. Id Use Opt Start End Start End Height Type Type Type Girt Col Part Opt Girt Panel 0 *(17)COLUMNS: * Max *Same UnBrace *Depth Length 'N' 60.000 *(18)COLUMN PART & ELEVATION: * ---Base--- Rafter *No. Id Type Part Opt Rot Depth Elev Opt Attach 4 1 'RW ' '--------' '-' 'N' 0.000 0.000 '-' 'F' 2 'RW ' '--------' '-' '-' 0.000 0.000 '-' 'F' 3 'RW ' '--------' '-' '-' 0.000 0.000 '-' 'F' 4 'RW ' '--------' '-' 'N' 0.000 0.000 '-' 'F' *(19)COLUMN SPLICES: * Col * No. Id Locate Type 0 *(20)RAFTERS: *Rafter Flange * Same Brace 'Y' 'N' Page 56 Of 198 *(21)RAFTER PART: * Surf *No. Id Type Part Opt Rot Depth 2 2 'RW ' '--------' '-' '-' 0.000 3 'RW ' '--------' '-' '-' 0.000 *(22)RAFTER SPLICES: * Surf * No. Id Locate Type Opt 3 2 0.0000 '--' '-' 3 0.0000 'F ' '-' 3 42.0091 '--' '-' *(23)GIRT DESIGN: *Girt --Flange_Strap-- --Depth-- Set Max Rafter *Type Out In Space Offset Project Set Opt Lap Space Attach 'ZB' 'C' 'N' 10.0000 0.000 0.000 8.000 'W' 0.0000 7.5000 'N' *(24)GIRT LOCATION: * Set * Loc No. Location 'Y' 4 7.5000 14.0833 20.6667 27.2500 *(25)SPECIAL GIRT: * --Bay_Id-- *No. Start End Height Type Rot Part Use 0 *(26)SIDEWALL GIRT: *Wall * Id Type Depth Offset Project No. Location 2 'ZB' 8.000 0.000 0.000 4 7.5000 14.0833 20.6667 27.2500 4 'ZB' 8.000 0.000 0.000 4 7.5000 14.0833 20.6667 27.2500 *(27)ROOF PURLINS: *Surf Surf Peak * Id Ext Space No. Locate 2 0.000 1.3333 8 5.3379 10.6758 15.6758 20.6758 25.6758 30.6758 35.6758 40.6758 3 0.000 1.3333 8 1.3333 6.3333 11.3333 16.3333 21.3333 26.3333 31.3333 36.6712 *(28)WALL PANELS: * Wall ------Insulation----- * Panel Use Thick Part 'CW6-80 ' 'O' 6.000 '--------' *(29)LINER PANELS: * --Bay_Id- Flange *No. Start End Height Part Opt 0 *(30)RIGID FRAME: *Frame Interior_Column *Type Type No. Locate '-- ' '-' 0 *(31)WALL FRAMING OPTIONS: *Panel Diagonal Brace EW_Brace_To_Frame *Shear Bracing Option Height Left Right Page 57 Of 198 'N' 'Y' '--' 0.0000 28.0000 56.0000 *(32)WALL BRACING: * Wind Brace No._Bay Specified * Shear Type Specified Bays_For_Bracing 72.8 'R ' 1 2 *(33)WALL BRACING ATTACHMENT: * --Bay_Id-- No. * No. Id Start End Level Level_Height 0 *(34)EXTENSION LAYOUT: * Ext Wall --Bay_Id- --Edge_Extend-- Beam *No. Id Id Type Opt Mount Start End Left Right Lap Attach 0 *(35)EXTENSION SIZE: *Ext -----Horizontal_Size----- ---------Vertical_Size-------- * Id Height Width Slope Elev Height Slope Project *(36)EXTENSION GIRTS: * Ext *No. Id Use Type Rot Depth 0 *(37)EXTENSION PANELS: * Ext Angle *No. Id Use Part Rot Spacing 0 *(38)BASIC LOADS: * ---Deflection--- Wind * Dead Collat Live Snow Rain Basic Load_Ratio Load * Load Load Load Load Load Wind Snow Wind Seis Factor 3.50 3.00 20.00 17.50 0.00 20.88 1.00 0.47 1.00 0.60 *(39)EDGE ZONE: *----------Endwall----------- ---------Sidewall---------- --------Ratio-------- *-Left_Corner- Right_Corner -Left_Corner- Right_Corner Jamb/ * Width Base Width Base Width Base Width Base Girt Panel Column 8.400 0.000 8.400 0.000 8.400 0.000 8.400 0.000 1.07 1.23 1.07 *(40)BASIC LOADS AT EAVE: * Seis Seis Seis --Torsion-- --Extension-- -Additional- * Dead Girt Load Wind Seis Wind Seis Wind Seis 3.00 0.0000 4.85 0.00 0.00 0.00 0.00 0.00 0.00 *(41)LONGITUDINAL BRACING LOADS: * ----Wind----- ---Seismic--- * Horz Vert Horz Vert 0.00 0.00 0.00 0.00 .. Left Column 0.00 0.00 0.00 0.00 .. Right Column *(42)WIND PRESSURE/SUCTION: * Wind Wind * Press Suct 18.23 -20.11 .. Column 18.23 -20.11 .. Girt/Header 18.23 -20.11 .. Jamb Page 58 Of 198 22.55 -24.43 .. Panel 18.23 -20.11 .. Parapet Column 48.11 -30.83 .. Parapet Girt 31.32 -20.88 .. Transv Bracing, Facia/Parapet *(43)WIND COEFFICIENTS: * Surf Wind_1 Wind_2 Long_Wind Surface * Id Left Right Left Right 1 2 Friction 1 0.42 -0.60 0.78 -0.24 -0.66 -0.66 0.00 2 -1.23 -0.70 -0.87 -0.34 -1.23 -0.70 0.00 3 -0.70 -1.23 -0.34 -0.87 -0.70 -1.23 0.00 4 -0.60 0.42 -0.24 0.78 -0.66 -0.66 0.00 *(44)COLUMN, RAFTER, BRACING DESIGN LOADS: *-Load- ---Live--- -Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind -Seismic-- Aux_Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 94 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 Page 59 Of 198 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 43 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 44 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 45 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 46 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 47 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 48 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 49 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 50 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 51 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 Page 60 Of 198 52 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 53 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 54 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 55 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 56 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 57 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 58 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 59 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 60 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 61 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 62 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 63 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 64 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 65 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 66 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 67 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 68 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 69 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 70 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 71 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 72 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 73 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 74 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 75 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 76 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 77 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 78 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 79 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 1.00 80 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 81 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 Page 61 Of 198 82 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 83 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -1.00 84 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 -1.00 85 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 86 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 87 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 88 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 89 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 90 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 91 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 92 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 93 1.11 1.11 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 94 1.11 1.11 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 *(45)COLUMN, RAFTER, BRACING DESIGN LOADS: Deflection *-Load- ---Live--- -Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind -Seismic-- Aux_Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 24 95 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 96 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 97 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 98 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 99 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 100 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 101 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 102 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 103 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 104 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 105 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 106 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 107 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 108 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 Page 62 Of 198 109 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 110 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 111 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 112 1.11 1.11 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 113 1.11 1.11 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 114 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 115 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 116 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 117 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 118 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 *(46)AUXILIARY LOADS: * No._Add Add_Load * No. Id Name Combs Id Coef 5 1 'MIN_SNOW ' 2 1 1.00 2 1.00 2 'E1PAT_SL_1' 1 3 0.50 3 'E1PAT_SL_2' 1 6 0.50 4 'E1PAT_SL_3' 3 3 0.50 4 0.50 5 0.50 5 'E1PAT_SL_4' 3 4 0.50 5 0.50 6 0.50 *(47)ADDITIONAL LOADS: * Add Loc Basic Load Fx Fy Mom Dx Dy .. Conc *No. Id Id Load Type W1 W2 Co Dl1 Dl2 .. Dist 6 1 2 'U_SNOW ' 'D ' -0.276 -0.276 0.021 0.0000 42.0091 2 3 'U_SNOW ' 'D ' -0.276 -0.276 -0.021 0.0000 42.0091 3 2 'U_SNOW ' 'D ' -0.193 -0.193 0.021 0.0000 28.0061 4 2 'U_SNOW ' 'D ' -0.193 -0.193 0.021 28.0061 42.0091 5 3 'U_SNOW ' 'D ' -0.193 -0.193 -0.021 0.0000 14.0030 6 3 'U_SNOW ' 'D ' -0.193 -0.193 -0.021 14.0030 42.0091 *(48)GIRT LAPS: * Data ------Set_1------- ------Set_2------- ------Set_3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan '-' 0 *(49)GIRT STRAPS: * Data ---Set_1--- ---Set_2--- ---Set_3--- ---Set_4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(50)PANEL SCREWS: * No. Washer Page 63 Of 198 *Zone Zone Part Dia Limit Dia -------Spacing------ 3 'INT ' 'H1045 ' 0.216 2.800 0.438 12.000 6.000 0.000 'EDGE' 'H1045 ' 0.216 2.800 0.438 12.000 6.000 0.000 'BASE' 'H1045 ' 0.216 2.800 0.438 12.000 6.000 0.000 *(51)BEAMS: * Bay *No. Id Use Height Offset Locate1 Locate2 0 *(52)STEP LOAD COEFFICIENTS: * Basic Location No. ----Step_1--- ----Step_2--- ----Step_3--- *No. Load Use Id Step Locate Coef Locate Coef Locate Coef 0 *(53)ADDITIONAL COLUMNS: *No. Id Locate Type Rot Opt Part Elev 0 *(54)RIGID FRAME COORDINATES: *Frame Frame * Id Type No. X_Coord Y_Coord 0 '--' 0 *(55)DESIGN CODE OPTIONS: *No. Event Condition 0 *(56)DESIGN PLATES: * ----Plate--- --Plate_Size- Bolt Bolt ----Top--- --Bottom-- Plate Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Offset Edge 0 *(57)GIRT LAYOUT: * Bay -----Extend---- Frame_Opt -Frame_Id- * No. Id Locate Type Rot Opt Part Left Right Left Right Left Right 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * 1 Minimum snow load * 2 Pattern snow load * 3 Pattern snow load * 4 Pattern snow load * 5 Pattern snow load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Minimum snow load surface 2 * 2 Minimum snow load surface 3 * 3 Pattern snow load bay 1 * 4 Pattern snow load bay 2 * 5 Pattern snow load surface 3 * 6 Pattern snow load bay 3 * * Code files used: * IBC.18 * EW_IBC.18 Version 4.0 Page 64 Of 198 ================================================================================ U20H0626A Wall 1 - Design Code 5/20/21 10:06am ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code : IBC 18 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ U20H0626A Wall 1 - Column & Rafter Design 5/20/21 10:06am ================================================================================ MEMBER LAYOUT: -------------- Locate ---Web(in)-- -Flange(in)- Length Weight ----Max_Load---- Id (ft) Part Depth Thick Width Thick (ft) (lb) Id UC Report ------ ------ ----------- ----- ----- ----- ----- ------ ------ --- ---- ------- Col1 0.7 W12x14 11.45 0.200 3.97 0.225 32.7 457.5 88 0.81 Mom+Axl Col2 28.0 W10x22 9.48 0.240 5.75 0.360 33.2 731.5 88 0.80 Mom+Axl Col3 56.0 W10x22 9.48 0.240 5.75 0.360 33.2 731.5 86 0.80 Mom+Axl Col4 83.3 W12x14 11.45 0.200 3.97 0.225 32.7 457.5 86 0.81 Mom+Axl ------ ------ ----------- ----- ----- ----- ----- ------ ------ --- ---- ------- Raf1 Surf 2 W8x18 7.48 0.230 5.25 0.330 42.0 756.2 98 0.71 Deflect Raf2 Surf 3 W8x18 7.48 0.230 5.25 0.330 42.0 756.2 98 0.71 Deflect ------- Total= 3890.4 DESIGN ACTIONS/STRENGTH: ------------------------ Load ---Axial(k )-- ---Shear(k )-- -Moment(f-k )- Id Id Calc Limit Calc Limit Calc Limit ----- ---- ------ ------ ------ ------ ------ ------ Col1 1 1.49 42.89 0.00 42.75 0.00 26.57 Col1 2 4.03 42.89 0.00 42.75 0.00 26.57 Col1 3 3.72 42.89 0.00 42.75 0.00 26.57 Col1 4 4.68 42.89 0.00 42.75 0.00 26.57 Col1 5 3.40 42.89 0.00 42.75 0.00 26.57 Col1 6 3.16 42.89 0.00 42.75 0.00 26.57 Col1 7 -1.29 124.55 2.56 42.75 -20.93 29.77 Col1 8 -1.29 124.55 -2.94 42.75 24.04 29.77 Col1 9 -0.48 124.55 2.56 42.75 -20.93 29.77 Col1 10 -0.48 124.55 -2.94 42.75 24.04 29.77 Col1 11 -0.70 124.55 2.56 42.75 -20.93 29.77 Col1 12 -0.70 124.55 -2.94 42.75 24.04 29.77 Col1 13 0.57 42.89 2.56 42.75 -20.93 29.77 Col1 14 0.57 42.89 -2.94 42.75 24.04 29.77 Page 65 Of 198 Col1 15 -1.35 124.55 2.56 42.75 -20.93 29.77 Col1 16 -0.49 124.55 2.56 42.75 -20.93 29.77 Col1 17 -1.35 124.55 -2.94 42.75 24.04 29.77 Col1 18 -0.49 124.55 -2.94 42.75 24.04 29.77 Col1 19 1.94 42.89 1.92 42.75 -15.70 29.77 Col1 20 1.94 42.89 -2.21 42.75 18.03 29.77 Col1 21 2.55 42.89 1.92 42.75 -15.70 29.77 Col1 22 2.55 42.89 -2.21 42.75 18.03 29.77 Col1 23 2.39 42.89 1.92 42.75 -15.70 29.77 Col1 24 2.39 42.89 -2.21 42.75 18.03 29.77 Col1 25 2.99 42.89 1.92 42.75 -15.70 29.77 Col1 26 2.99 42.89 -2.21 42.75 18.03 29.77 Col1 27 1.89 42.89 1.92 42.75 -15.70 29.77 Col1 28 2.54 42.89 1.92 42.75 -15.70 29.77 Col1 29 1.89 42.89 -2.21 42.75 18.03 29.77 Col1 30 2.54 42.89 -2.21 42.75 18.03 29.77 Col1 31 1.70 42.89 1.92 42.75 -15.70 29.77 Col1 32 1.70 42.89 -2.21 42.75 18.03 29.77 Col1 33 2.31 42.89 1.92 42.75 -15.70 29.77 Col1 34 2.31 42.89 -2.21 42.75 18.03 29.77 Col1 35 2.15 42.89 1.92 42.75 -15.70 29.77 Col1 36 2.15 42.89 -2.21 42.75 18.03 29.77 Col1 37 2.76 42.89 1.92 42.75 -15.70 29.77 Col1 38 2.76 42.89 -2.21 42.75 18.03 29.77 Col1 39 1.66 42.89 1.92 42.75 -15.70 29.77 Col1 40 2.30 42.89 1.92 42.75 -15.70 29.77 Col1 41 1.66 42.89 -2.21 42.75 18.03 29.77 Col1 42 2.30 42.89 -2.21 42.75 18.03 29.77 Col1 43 -1.55 124.55 2.56 42.75 -20.93 29.77 Col1 44 -1.55 124.55 -2.94 42.75 24.04 29.77 Col1 45 -0.74 124.55 2.56 42.75 -20.93 29.77 Col1 46 -0.74 124.55 -2.94 42.75 24.04 29.77 Col1 47 -0.96 124.55 2.56 42.75 -20.93 29.77 Col1 48 -0.96 124.55 -2.94 42.75 24.04 29.77 Col1 49 0.13 42.89 2.56 42.75 -20.93 29.77 Col1 50 0.13 42.89 -2.94 42.75 24.04 29.77 Col1 51 -1.61 124.55 2.56 42.75 -20.93 29.77 Col1 52 -0.75 124.55 2.56 42.75 -20.93 29.77 Col1 53 -1.61 124.55 -2.94 42.75 24.04 29.77 Col1 54 -0.75 124.55 -2.94 42.75 24.04 29.77 Col1 55 1.74 42.89 0.00 42.75 0.00 26.57 Col1 56 1.71 42.89 0.00 42.75 0.00 26.57 Col1 57 1.67 42.89 0.00 42.75 0.00 26.57 Col1 58 1.65 42.89 0.00 42.75 0.00 26.57 Col1 59 0.52 42.89 0.00 42.75 0.00 26.57 Col1 60 0.49 42.89 0.00 42.75 0.00 26.57 Col1 61 1.94 42.89 0.00 42.75 0.00 26.57 Col1 62 2.39 42.89 0.00 42.75 0.00 26.57 Col1 63 2.55 42.89 0.00 42.75 0.00 26.57 Col1 64 2.99 42.89 0.00 42.75 0.00 26.57 Col1 65 1.89 42.89 0.00 42.75 0.00 26.57 Col1 66 2.54 42.89 0.00 42.75 0.00 26.57 Col1 67 1.70 42.89 0.00 42.75 0.00 26.57 Col1 68 2.15 42.89 0.00 42.75 0.00 26.57 Col1 69 2.31 42.89 0.00 42.75 0.00 26.57 Col1 70 2.76 42.89 0.00 42.75 0.00 26.57 Col1 71 1.66 42.89 0.00 42.75 0.00 26.57 Col1 72 2.30 42.89 0.00 42.75 0.00 26.57 Col1 73 -1.55 124.55 0.00 42.75 0.00 26.57 Col1 74 -0.96 124.55 0.00 42.75 0.00 26.57 Page 66 Of 198 Col1 75 -0.74 124.55 0.00 42.75 0.00 26.57 Col1 76 0.13 42.89 0.00 42.75 0.00 26.57 Col1 77 -1.61 124.55 0.00 42.75 0.00 26.57 Col1 78 -0.75 124.55 0.00 42.75 0.00 26.57 Col1 79 3.67 42.89 0.00 42.75 0.00 26.57 Col1 80 2.51 42.89 0.00 42.75 0.00 26.57 Col1 81 3.81 42.89 0.00 42.75 0.00 26.57 Col1 82 2.65 42.89 0.00 42.75 0.00 26.57 Col1 83 2.51 42.89 0.00 42.75 0.00 26.57 Col1 84 3.67 42.89 0.00 42.75 0.00 26.57 Col1 85 0.14 42.89 2.56 42.75 -20.93 29.77 Col1 86 0.14 42.89 -2.94 42.75 24.04 29.77 Col1 87 0.95 42.89 2.56 42.75 -20.93 29.77 Col1 88 0.95 42.89 -2.94 42.75 24.04 29.77 Col1 89 -0.97 124.55 2.56 42.75 -20.93 29.77 Col1 90 0.35 42.89 2.56 42.75 -20.93 29.77 Col1 91 -0.97 124.55 -2.94 42.75 24.04 29.77 Col1 92 0.35 42.89 -2.94 42.75 24.04 29.77 Col1 93 3.34 42.89 0.00 42.75 0.00 26.57 Col1 94 3.32 42.89 0.00 42.75 0.00 26.57 Col2 1 3.46 101.44 0.00 48.96 0.00 38.64 Col2 2 10.18 101.44 0.00 48.96 0.00 38.64 Col2 3 9.34 101.44 0.00 48.96 0.00 38.64 Col2 4 11.88 101.44 0.00 48.96 0.00 38.64 Col2 5 8.50 101.44 0.00 48.96 0.00 38.64 Col2 6 7.87 101.44 0.00 48.96 0.00 38.64 Col2 7 -3.39 194.31 5.03 48.96 -41.82 59.56 Col2 8 -3.39 194.31 -5.55 48.96 46.13 59.56 Col2 9 2.22 101.44 5.03 48.96 -41.82 59.56 Col2 10 2.22 101.44 -5.55 48.96 46.13 59.56 Col2 11 -1.90 194.31 5.03 48.96 -41.82 59.56 Col2 12 -1.90 194.31 -5.55 48.96 46.13 59.56 Col2 13 3.72 101.44 5.03 48.96 -41.82 59.56 Col2 14 3.72 101.44 -5.55 48.96 46.13 59.56 Col2 15 -3.25 194.31 5.03 48.96 -41.82 59.56 Col2 16 -1.27 194.31 5.03 48.96 -41.82 59.56 Col2 17 -3.25 194.31 -5.55 48.96 46.13 59.56 Col2 18 -1.27 194.31 -5.55 48.96 46.13 59.56 Col2 19 4.67 101.44 3.77 48.96 -31.36 59.56 Col2 20 4.67 101.44 -4.16 48.96 34.60 59.56 Col2 21 8.33 101.44 3.77 48.96 -31.36 59.56 Col2 22 8.33 101.44 -4.16 48.96 34.60 59.56 Col2 23 5.79 101.44 3.77 48.96 -31.36 59.56 Col2 24 5.79 101.44 -4.16 48.96 34.60 59.56 Col2 25 9.45 101.44 3.77 48.96 -31.36 59.56 Col2 26 9.45 101.44 -4.16 48.96 34.60 59.56 Col2 27 4.77 101.44 3.77 48.96 -31.36 59.56 Col2 28 6.26 101.44 3.77 48.96 -31.36 59.56 Col2 29 4.77 101.44 -4.16 48.96 34.60 59.56 Col2 30 6.26 101.44 -4.16 48.96 34.60 59.56 Col2 31 4.04 101.44 3.77 48.96 -31.36 59.56 Col2 32 4.04 101.44 -4.16 48.96 34.60 59.56 Col2 33 7.70 101.44 3.77 48.96 -31.36 59.56 Col2 34 7.70 101.44 -4.16 48.96 34.60 59.56 Col2 35 5.16 101.44 3.77 48.96 -31.36 59.56 Col2 36 5.16 101.44 -4.16 48.96 34.60 59.56 Col2 37 8.82 101.44 3.77 48.96 -31.36 59.56 Col2 38 8.82 101.44 -4.16 48.96 34.60 59.56 Col2 39 4.14 101.44 3.77 48.96 -31.36 59.56 Col2 40 5.63 101.44 3.77 48.96 -31.36 59.56 Page 67 Of 198 Col2 41 4.14 101.44 -4.16 48.96 34.60 59.56 Col2 42 5.63 101.44 -4.16 48.96 34.60 59.56 Col2 43 -4.08 194.31 5.03 48.96 -41.82 59.56 Col2 44 -4.08 194.31 -5.55 48.96 46.13 59.56 Col2 45 1.24 101.44 5.03 48.96 -41.82 59.56 Col2 46 1.24 101.44 -5.55 48.96 46.13 59.56 Col2 47 -2.59 194.31 5.03 48.96 -41.82 59.56 Col2 48 -2.59 194.31 -5.55 48.96 46.13 59.56 Col2 49 2.73 101.44 5.03 48.96 -41.82 59.56 Col2 50 2.73 101.44 -5.55 48.96 46.13 59.56 Col2 51 -3.94 194.31 5.03 48.96 -41.82 59.56 Col2 52 -1.96 194.31 5.03 48.96 -41.82 59.56 Col2 53 -3.94 194.31 -5.55 48.96 46.13 59.56 Col2 54 -1.96 194.31 -5.55 48.96 46.13 59.56 Col2 55 3.96 101.44 0.00 48.96 0.00 38.64 Col2 56 9.23 101.44 0.00 48.96 0.00 38.64 Col2 57 3.83 101.44 0.00 48.96 0.00 38.64 Col2 58 7.74 101.44 0.00 48.96 0.00 38.64 Col2 59 1.08 101.44 0.00 48.96 0.00 38.64 Col2 60 6.35 101.44 0.00 48.96 0.00 38.64 Col2 61 4.67 101.44 0.00 48.96 0.00 38.64 Col2 62 5.79 101.44 0.00 48.96 0.00 38.64 Col2 63 8.33 101.44 0.00 48.96 0.00 38.64 Col2 64 9.45 101.44 0.00 48.96 0.00 38.64 Col2 65 4.77 101.44 0.00 48.96 0.00 38.64 Col2 66 6.26 101.44 0.00 48.96 0.00 38.64 Col2 67 4.04 101.44 0.00 48.96 0.00 38.64 Col2 68 5.16 101.44 0.00 48.96 0.00 38.64 Col2 69 7.70 101.44 0.00 48.96 0.00 38.64 Col2 70 8.82 101.44 0.00 48.96 0.00 38.64 Col2 71 4.14 101.44 0.00 48.96 0.00 38.64 Col2 72 5.63 101.44 0.00 48.96 0.00 38.64 Col2 73 -4.08 194.31 0.00 48.96 0.00 38.64 Col2 74 -2.59 194.31 0.00 48.96 0.00 38.64 Col2 75 1.24 101.44 0.00 48.96 0.00 38.64 Col2 76 2.73 101.44 0.00 48.96 0.00 38.64 Col2 77 -3.94 194.31 0.00 48.96 0.00 38.64 Col2 78 -1.96 194.31 0.00 48.96 0.00 38.64 Col2 79 9.60 101.44 0.00 48.96 0.00 38.64 Col2 80 7.64 101.44 0.00 48.96 0.00 38.64 Col2 81 8.11 101.44 0.00 48.96 0.00 38.64 Col2 82 6.15 101.44 0.00 48.96 0.00 38.64 Col2 83 7.64 101.44 0.00 48.96 0.00 38.64 Col2 84 9.60 101.44 0.00 48.96 0.00 38.64 Col2 85 -0.89 194.31 5.03 48.96 -41.82 59.56 Col2 86 -0.89 194.31 -5.55 48.96 46.13 59.56 Col2 87 4.73 101.44 5.03 48.96 -41.82 59.56 Col2 88 4.73 101.44 -5.55 48.96 46.13 59.56 Col2 89 -2.25 194.31 5.03 48.96 -41.82 59.56 Col2 90 0.47 101.44 5.03 48.96 -41.82 59.56 Col2 91 -2.25 194.31 -5.55 48.96 46.13 59.56 Col2 92 0.47 101.44 -5.55 48.96 46.13 59.56 Col2 93 8.24 101.44 0.00 48.96 0.00 38.64 Col2 94 12.15 101.44 0.00 48.96 0.00 38.64 Col3 1 3.46 101.44 0.00 48.96 0.00 38.64 Col3 2 10.18 101.44 0.00 48.96 0.00 38.64 Col3 3 9.34 101.44 0.00 48.96 0.00 38.64 Col3 4 11.88 101.44 0.00 48.96 0.00 38.64 Col3 5 8.50 101.44 0.00 48.96 0.00 38.64 Col3 6 7.87 101.44 0.00 48.96 0.00 38.64 Page 68 Of 198 Col3 7 2.22 101.44 5.03 48.96 -41.82 59.56 Col3 8 2.22 101.44 -5.55 48.96 46.13 59.56 Col3 9 -3.39 194.31 5.03 48.96 -41.82 59.56 Col3 10 -3.39 194.31 -5.55 48.96 46.13 59.56 Col3 11 3.72 101.44 5.03 48.96 -41.82 59.56 Col3 12 3.72 101.44 -5.55 48.96 46.13 59.56 Col3 13 -1.90 194.31 5.03 48.96 -41.82 59.56 Col3 14 -1.90 194.31 -5.55 48.96 46.13 59.56 Col3 15 -1.27 194.31 5.03 48.96 -41.82 59.56 Col3 16 -3.25 194.31 5.03 48.96 -41.82 59.56 Col3 17 -1.27 194.31 -5.55 48.96 46.13 59.56 Col3 18 -3.25 194.31 -5.55 48.96 46.13 59.56 Col3 19 8.33 101.44 3.77 48.96 -31.36 59.56 Col3 20 8.33 101.44 -4.16 48.96 34.60 59.56 Col3 21 4.67 101.44 3.77 48.96 -31.36 59.56 Col3 22 4.67 101.44 -4.16 48.96 34.60 59.56 Col3 23 9.45 101.44 3.77 48.96 -31.36 59.56 Col3 24 9.45 101.44 -4.16 48.96 34.60 59.56 Col3 25 5.79 101.44 3.77 48.96 -31.36 59.56 Col3 26 5.79 101.44 -4.16 48.96 34.60 59.56 Col3 27 6.26 101.44 3.77 48.96 -31.36 59.56 Col3 28 4.77 101.44 3.77 48.96 -31.36 59.56 Col3 29 6.26 101.44 -4.16 48.96 34.60 59.56 Col3 30 4.77 101.44 -4.16 48.96 34.60 59.56 Col3 31 7.70 101.44 3.77 48.96 -31.36 59.56 Col3 32 7.70 101.44 -4.16 48.96 34.60 59.56 Col3 33 4.04 101.44 3.77 48.96 -31.36 59.56 Col3 34 4.04 101.44 -4.16 48.96 34.60 59.56 Col3 35 8.82 101.44 3.77 48.96 -31.36 59.56 Col3 36 8.82 101.44 -4.16 48.96 34.60 59.56 Col3 37 5.16 101.44 3.77 48.96 -31.36 59.56 Col3 38 5.16 101.44 -4.16 48.96 34.60 59.56 Col3 39 5.63 101.44 3.77 48.96 -31.36 59.56 Col3 40 4.14 101.44 3.77 48.96 -31.36 59.56 Col3 41 5.63 101.44 -4.16 48.96 34.60 59.56 Col3 42 4.14 101.44 -4.16 48.96 34.60 59.56 Col3 43 1.24 101.44 5.03 48.96 -41.82 59.56 Col3 44 1.24 101.44 -5.55 48.96 46.13 59.56 Col3 45 -4.08 194.31 5.03 48.96 -41.82 59.56 Col3 46 -4.08 194.31 -5.55 48.96 46.13 59.56 Col3 47 2.73 101.44 5.03 48.96 -41.82 59.56 Col3 48 2.73 101.44 -5.55 48.96 46.13 59.56 Col3 49 -2.59 194.31 5.03 48.96 -41.82 59.56 Col3 50 -2.59 194.31 -5.55 48.96 46.13 59.56 Col3 51 -1.96 194.31 5.03 48.96 -41.82 59.56 Col3 52 -3.94 194.31 5.03 48.96 -41.82 59.56 Col3 53 -1.96 194.31 -5.55 48.96 46.13 59.56 Col3 54 -3.94 194.31 -5.55 48.96 46.13 59.56 Col3 55 9.23 101.44 0.00 48.96 0.00 38.64 Col3 56 3.96 101.44 0.00 48.96 0.00 38.64 Col3 57 7.74 101.44 0.00 48.96 0.00 38.64 Col3 58 3.83 101.44 0.00 48.96 0.00 38.64 Col3 59 6.35 101.44 0.00 48.96 0.00 38.64 Col3 60 1.08 101.44 0.00 48.96 0.00 38.64 Col3 61 8.33 101.44 0.00 48.96 0.00 38.64 Col3 62 9.45 101.44 0.00 48.96 0.00 38.64 Col3 63 4.67 101.44 0.00 48.96 0.00 38.64 Col3 64 5.79 101.44 0.00 48.96 0.00 38.64 Col3 65 6.26 101.44 0.00 48.96 0.00 38.64 Col3 66 4.77 101.44 0.00 48.96 0.00 38.64 Page 69 Of 198 Col3 67 7.70 101.44 0.00 48.96 0.00 38.64 Col3 68 8.82 101.44 0.00 48.96 0.00 38.64 Col3 69 4.04 101.44 0.00 48.96 0.00 38.64 Col3 70 5.16 101.44 0.00 48.96 0.00 38.64 Col3 71 5.63 101.44 0.00 48.96 0.00 38.64 Col3 72 4.14 101.44 0.00 48.96 0.00 38.64 Col3 73 1.24 101.44 0.00 48.96 0.00 38.64 Col3 74 2.73 101.44 0.00 48.96 0.00 38.64 Col3 75 -4.08 194.31 0.00 48.96 0.00 38.64 Col3 76 -2.59 194.31 0.00 48.96 0.00 38.64 Col3 77 -1.96 194.31 0.00 48.96 0.00 38.64 Col3 78 -3.94 194.31 0.00 48.96 0.00 38.64 Col3 79 7.64 101.44 0.00 48.96 0.00 38.64 Col3 80 9.60 101.44 0.00 48.96 0.00 38.64 Col3 81 6.15 101.44 0.00 48.96 0.00 38.64 Col3 82 8.11 101.44 0.00 48.96 0.00 38.64 Col3 83 9.60 101.44 0.00 48.96 0.00 38.64 Col3 84 7.64 101.44 0.00 48.96 0.00 38.64 Col3 85 4.73 101.44 5.03 48.96 -41.82 59.56 Col3 86 4.73 101.44 -5.55 48.96 46.13 59.56 Col3 87 -0.89 194.31 5.03 48.96 -41.82 59.56 Col3 88 -0.89 194.31 -5.55 48.96 46.13 59.56 Col3 89 0.47 101.44 5.03 48.96 -41.82 59.56 Col3 90 -2.25 194.31 5.03 48.96 -41.82 59.56 Col3 91 0.47 101.44 -5.55 48.96 46.13 59.56 Col3 92 -2.25 194.31 -5.55 48.96 46.13 59.56 Col3 93 12.15 101.44 0.00 48.96 0.00 38.64 Col3 94 8.24 101.44 0.00 48.96 0.00 38.64 Col4 1 1.49 42.89 0.00 42.75 0.00 26.57 Col4 2 4.03 42.89 0.00 42.75 0.00 26.57 Col4 3 3.72 42.89 0.00 42.75 0.00 26.57 Col4 4 4.68 42.89 0.00 42.75 0.00 26.57 Col4 5 3.40 42.89 0.00 42.75 0.00 26.57 Col4 6 3.16 42.89 0.00 42.75 0.00 26.57 Col4 7 -0.48 124.55 2.56 42.75 -20.93 29.77 Col4 8 -0.48 124.55 -2.94 42.75 24.04 29.77 Col4 9 -1.29 124.55 2.56 42.75 -20.93 29.77 Col4 10 -1.29 124.55 -2.94 42.75 24.04 29.77 Col4 11 0.57 42.89 2.56 42.75 -20.93 29.77 Col4 12 0.57 42.89 -2.94 42.75 24.04 29.77 Col4 13 -0.70 124.55 2.56 42.75 -20.93 29.77 Col4 14 -0.70 124.55 -2.94 42.75 24.04 29.77 Col4 15 -0.49 124.55 2.56 42.75 -20.93 29.77 Col4 16 -1.35 124.55 2.56 42.75 -20.93 29.77 Col4 17 -0.49 124.55 -2.94 42.75 24.04 29.77 Col4 18 -1.35 124.55 -2.94 42.75 24.04 29.77 Col4 19 2.55 42.89 1.92 42.75 -15.70 29.77 Col4 20 2.55 42.89 -2.21 42.75 18.03 29.77 Col4 21 1.94 42.89 1.92 42.75 -15.70 29.77 Col4 22 1.94 42.89 -2.21 42.75 18.03 29.77 Col4 23 2.99 42.89 1.92 42.75 -15.70 29.77 Col4 24 2.99 42.89 -2.21 42.75 18.03 29.77 Col4 25 2.39 42.89 1.92 42.75 -15.70 29.77 Col4 26 2.39 42.89 -2.21 42.75 18.03 29.77 Col4 27 2.54 42.89 1.92 42.75 -15.70 29.77 Col4 28 1.89 42.89 1.92 42.75 -15.70 29.77 Col4 29 2.54 42.89 -2.21 42.75 18.03 29.77 Col4 30 1.89 42.89 -2.21 42.75 18.03 29.77 Col4 31 2.31 42.89 1.92 42.75 -15.70 29.77 Col4 32 2.31 42.89 -2.21 42.75 18.03 29.77 Page 70 Of 198 Col4 33 1.70 42.89 1.92 42.75 -15.70 29.77 Col4 34 1.70 42.89 -2.21 42.75 18.03 29.77 Col4 35 2.76 42.89 1.92 42.75 -15.70 29.77 Col4 36 2.76 42.89 -2.21 42.75 18.03 29.77 Col4 37 2.15 42.89 1.92 42.75 -15.70 29.77 Col4 38 2.15 42.89 -2.21 42.75 18.03 29.77 Col4 39 2.30 42.89 1.92 42.75 -15.70 29.77 Col4 40 1.66 42.89 1.92 42.75 -15.70 29.77 Col4 41 2.30 42.89 -2.21 42.75 18.03 29.77 Col4 42 1.66 42.89 -2.21 42.75 18.03 29.77 Col4 43 -0.74 124.55 2.56 42.75 -20.93 29.77 Col4 44 -0.74 124.55 -2.94 42.75 24.04 29.77 Col4 45 -1.55 124.55 2.56 42.75 -20.93 29.77 Col4 46 -1.55 124.55 -2.94 42.75 24.04 29.77 Col4 47 0.13 42.89 2.56 42.75 -20.93 29.77 Col4 48 0.13 42.89 -2.94 42.75 24.04 29.77 Col4 49 -0.96 124.55 2.56 42.75 -20.93 29.77 Col4 50 -0.96 124.55 -2.94 42.75 24.04 29.77 Col4 51 -0.75 124.55 2.56 42.75 -20.93 29.77 Col4 52 -1.61 124.55 2.56 42.75 -20.93 29.77 Col4 53 -0.75 124.55 -2.94 42.75 24.04 29.77 Col4 54 -1.61 124.55 -2.94 42.75 24.04 29.77 Col4 55 1.71 42.89 0.00 42.75 0.00 26.57 Col4 56 1.74 42.89 0.00 42.75 0.00 26.57 Col4 57 1.65 42.89 0.00 42.75 0.00 26.57 Col4 58 1.67 42.89 0.00 42.75 0.00 26.57 Col4 59 0.49 42.89 0.00 42.75 0.00 26.57 Col4 60 0.52 42.89 0.00 42.75 0.00 26.57 Col4 61 2.55 42.89 0.00 42.75 0.00 26.57 Col4 62 2.99 42.89 0.00 42.75 0.00 26.57 Col4 63 1.94 42.89 0.00 42.75 0.00 26.57 Col4 64 2.39 42.89 0.00 42.75 0.00 26.57 Col4 65 2.54 42.89 0.00 42.75 0.00 26.57 Col4 66 1.89 42.89 0.00 42.75 0.00 26.57 Col4 67 2.31 42.89 0.00 42.75 0.00 26.57 Col4 68 2.76 42.89 0.00 42.75 0.00 26.57 Col4 69 1.70 42.89 0.00 42.75 0.00 26.57 Col4 70 2.15 42.89 0.00 42.75 0.00 26.57 Col4 71 2.30 42.89 0.00 42.75 0.00 26.57 Col4 72 1.66 42.89 0.00 42.75 0.00 26.57 Col4 73 -0.74 124.55 0.00 42.75 0.00 26.57 Col4 74 0.13 42.89 0.00 42.75 0.00 26.57 Col4 75 -1.55 124.55 0.00 42.75 0.00 26.57 Col4 76 -0.96 124.55 0.00 42.75 0.00 26.57 Col4 77 -0.75 124.55 0.00 42.75 0.00 26.57 Col4 78 -1.61 124.55 0.00 42.75 0.00 26.57 Col4 79 2.51 42.89 0.00 42.75 0.00 26.57 Col4 80 3.67 42.89 0.00 42.75 0.00 26.57 Col4 81 2.65 42.89 0.00 42.75 0.00 26.57 Col4 82 3.81 42.89 0.00 42.75 0.00 26.57 Col4 83 3.67 42.89 0.00 42.75 0.00 26.57 Col4 84 2.51 42.89 0.00 42.75 0.00 26.57 Col4 85 0.95 42.89 2.56 42.75 -20.93 29.77 Col4 86 0.95 42.89 -2.94 42.75 24.04 29.77 Col4 87 0.14 42.89 2.56 42.75 -20.93 29.77 Col4 88 0.14 42.89 -2.94 42.75 24.04 29.77 Col4 89 0.35 42.89 2.56 42.75 -20.93 29.77 Col4 90 -0.97 124.55 2.56 42.75 -20.93 29.77 Col4 91 0.35 42.89 -2.94 42.75 24.04 29.77 Col4 92 -0.97 124.55 -2.94 42.75 24.04 29.77 Page 71 Of 198 Col4 93 3.32 42.89 0.00 42.75 0.00 26.57 Col4 94 3.34 42.89 0.00 42.75 0.00 26.57 ----- ---- ------ ------ ------ ------ ------ ------ Raf1 1 0.03 78.05 -1.48 37.44 6.85 41.79 Raf1 2 0.09 78.05 -5.10 37.44 23.70 41.79 Raf1 3 0.08 78.05 -4.65 37.44 21.60 41.79 Raf1 4 0.11 78.05 -6.02 37.44 27.95 41.79 Raf1 5 0.07 78.05 -4.20 37.44 19.49 41.79 Raf1 6 0.07 78.05 -3.86 37.44 17.91 41.79 Raf1 7 0.96 80.67 1.86 37.44 -8.50 41.79 Raf1 8 0.96 80.67 1.86 37.44 -8.50 41.79 Raf1 9 0.85 78.05 0.67 37.44 -3.38 41.79 Raf1 10 0.85 78.05 0.67 37.44 -3.38 41.79 Raf1 11 1.82 80.67 1.04 37.44 -4.78 41.79 Raf1 12 1.82 80.67 1.04 37.44 -4.78 41.79 Raf1 13 1.74 78.05 -0.14 37.44 0.94 41.79 Raf1 14 1.74 78.05 -0.14 37.44 0.94 41.79 Raf1 15 -1.63 157.49 1.85 37.44 -8.28 41.79 Raf1 16 -1.64 157.49 0.66 37.44 -3.16 41.79 Raf1 17 -1.63 157.49 1.85 37.44 -8.28 41.79 Raf1 18 -1.64 157.49 0.66 37.44 -3.16 41.79 Raf1 19 0.77 80.67 -2.10 37.44 9.87 41.79 Raf1 20 0.77 80.67 -2.10 37.44 9.87 41.79 Raf1 21 0.70 78.05 -2.99 37.44 13.71 41.79 Raf1 22 0.70 78.05 -2.99 37.44 13.71 41.79 Raf1 23 1.37 78.05 -2.71 37.44 12.66 41.79 Raf1 24 1.37 78.05 -2.71 37.44 12.66 41.79 Raf1 25 1.37 78.05 -3.61 37.44 16.51 41.79 Raf1 26 1.37 78.05 -3.61 37.44 16.51 41.79 Raf1 27 -1.28 157.49 -2.11 37.44 10.03 41.79 Raf1 28 -1.27 157.49 -3.00 37.44 13.88 41.79 Raf1 29 -1.28 157.49 -2.11 37.44 10.03 41.79 Raf1 30 -1.27 157.49 -3.00 37.44 13.88 41.79 Raf1 31 0.76 80.67 -1.76 37.44 8.29 41.79 Raf1 32 0.76 80.67 -1.76 37.44 8.29 41.79 Raf1 33 0.70 78.05 -2.65 37.44 12.13 41.79 Raf1 34 0.70 78.05 -2.65 37.44 12.13 41.79 Raf1 35 1.36 78.05 -2.37 37.44 11.08 41.79 Raf1 36 1.36 78.05 -2.37 37.44 11.08 41.79 Raf1 37 1.36 78.05 -3.27 37.44 14.93 41.79 Raf1 38 1.36 78.05 -3.27 37.44 14.93 41.79 Raf1 39 -1.27 157.49 -1.77 37.44 8.45 41.79 Raf1 40 -1.26 157.49 -2.66 37.44 12.30 41.79 Raf1 41 -1.27 157.49 -1.77 37.44 8.45 41.79 Raf1 42 -1.26 157.49 -2.66 37.44 12.30 41.79 Raf1 43 0.95 80.67 2.23 37.44 -10.23 41.79 Raf1 44 0.95 80.67 2.23 37.44 -10.23 41.79 Raf1 45 0.85 78.05 1.04 37.44 -5.11 41.79 Raf1 46 0.85 78.05 1.04 37.44 -5.11 41.79 Raf1 47 1.81 80.67 1.42 37.44 -6.51 41.79 Raf1 48 1.81 80.67 1.42 37.44 -6.51 41.79 Raf1 49 1.73 78.05 -0.29 37.44 1.43 41.79 Raf1 50 1.73 78.05 -0.29 37.44 1.43 41.79 Raf1 51 -1.63 157.49 2.22 37.44 -10.01 41.79 Raf1 52 -1.64 157.49 1.04 37.44 -4.89 41.79 Raf1 53 -1.63 157.49 2.22 37.44 -10.01 41.79 Raf1 54 -1.64 157.49 1.04 37.44 -4.89 41.79 Raf1 55 2.21 78.05 -1.71 37.44 7.76 41.79 Raf1 56 2.97 78.05 -1.67 37.44 7.61 41.79 Raf1 57 1.64 78.05 -1.65 37.44 7.52 41.79 Page 72 Of 198 Raf1 58 2.21 78.05 -1.62 37.44 7.40 41.79 Raf1 59 2.21 78.05 -0.43 37.44 1.83 41.79 Raf1 60 2.95 78.05 -0.39 37.44 1.67 41.79 Raf1 61 0.77 80.67 -2.10 37.44 9.87 41.79 Raf1 62 1.37 78.05 -2.71 37.44 12.66 41.79 Raf1 63 0.70 78.05 -2.99 37.44 13.71 41.79 Raf1 64 1.37 78.05 -3.61 37.44 16.51 41.79 Raf1 65 -1.28 157.49 -2.11 37.44 10.03 41.79 Raf1 66 -1.27 157.49 -3.00 37.44 13.88 41.79 Raf1 67 0.76 80.67 -1.76 37.44 8.29 41.79 Raf1 68 1.36 78.05 -2.37 37.44 11.08 41.79 Raf1 69 0.70 78.05 -2.65 37.44 12.13 41.79 Raf1 70 1.36 78.05 -3.27 37.44 14.93 41.79 Raf1 71 -1.27 157.49 -1.77 37.44 8.45 41.79 Raf1 72 -1.26 157.49 -2.66 37.44 12.30 41.79 Raf1 73 0.95 80.67 2.23 37.44 -10.23 41.79 Raf1 74 1.81 80.67 1.42 37.44 -6.51 41.79 Raf1 75 0.85 78.05 1.04 37.44 -5.11 41.79 Raf1 76 1.73 78.05 -0.29 37.44 1.43 41.79 Raf1 77 -1.63 157.49 2.22 37.44 -10.01 41.79 Raf1 78 -1.64 157.49 1.04 37.44 -4.89 41.79 Raf1 79 0.09 78.05 -4.69 37.44 22.80 41.79 Raf1 80 0.08 78.05 3.75 37.44 16.85 41.79 Raf1 81 0.07 80.67 -4.55 37.44 18.98 41.79 Raf1 82 0.05 78.05 -3.02 37.44 13.02 41.79 Raf1 83 0.08 78.05 3.75 37.44 16.84 41.79 Raf1 84 0.09 78.05 -4.69 37.44 22.80 41.79 Raf1 85 1.82 80.67 0.50 37.44 -2.25 41.79 Raf1 86 1.82 80.67 0.50 37.44 -2.25 41.79 Raf1 87 1.75 78.05 -0.69 37.44 2.87 41.79 Raf1 88 1.75 78.05 -0.69 37.44 2.87 41.79 Raf1 89 -1.63 157.49 1.31 37.44 -5.75 41.79 Raf1 90 -1.64 157.49 -0.14 37.44 -0.63 41.79 Raf1 91 -1.63 157.49 1.31 37.44 -5.75 41.79 Raf1 92 -1.64 157.49 -0.14 37.44 -0.63 41.79 Raf1 93 1.64 78.05 -4.03 37.44 18.58 41.79 Raf1 94 2.26 78.05 -4.00 37.44 18.46 41.79 Raf2 1 0.03 78.05 1.48 37.44 6.85 41.79 Raf2 2 0.09 78.05 5.10 37.44 23.70 41.79 Raf2 3 0.08 78.05 4.65 37.44 21.60 41.79 Raf2 4 0.11 78.05 6.02 37.44 27.95 41.79 Raf2 5 0.07 78.05 4.20 37.44 19.49 41.79 Raf2 6 0.07 78.05 3.86 37.44 17.91 41.79 Raf2 7 0.85 78.05 -0.67 37.44 -3.38 41.79 Raf2 8 0.85 78.05 -0.67 37.44 -3.38 41.79 Raf2 9 0.96 80.67 -1.86 37.44 -8.50 41.79 Raf2 10 0.96 80.67 -1.86 37.44 -8.50 41.79 Raf2 11 1.74 78.05 0.14 37.44 0.94 41.79 Raf2 12 1.74 78.05 0.14 37.44 0.94 41.79 Raf2 13 1.82 80.67 -1.04 37.44 -4.78 41.79 Raf2 14 1.82 80.67 -1.04 37.44 -4.78 41.79 Raf2 15 -1.64 157.49 -0.66 37.44 -3.16 41.79 Raf2 16 -1.63 157.49 -1.85 37.44 -8.28 41.79 Raf2 17 -1.64 157.49 -0.66 37.44 -3.16 41.79 Raf2 18 -1.63 157.49 -1.85 37.44 -8.28 41.79 Raf2 19 0.70 78.05 2.99 37.44 13.71 41.79 Raf2 20 0.70 78.05 2.99 37.44 13.71 41.79 Raf2 21 0.77 80.67 2.10 37.44 9.87 41.79 Raf2 22 0.77 80.67 2.10 37.44 9.87 41.79 Raf2 23 1.37 78.05 3.61 37.44 16.51 41.79 Page 73 Of 198 Raf2 24 1.37 78.05 3.61 37.44 16.51 41.79 Raf2 25 1.37 78.05 2.71 37.44 12.66 41.79 Raf2 26 1.37 78.05 2.71 37.44 12.66 41.79 Raf2 27 -1.27 157.49 3.00 37.44 13.88 41.79 Raf2 28 -1.28 157.49 2.11 37.44 10.03 41.79 Raf2 29 -1.27 157.49 3.00 37.44 13.88 41.79 Raf2 30 -1.28 157.49 2.11 37.44 10.03 41.79 Raf2 31 0.70 78.05 2.65 37.44 12.13 41.79 Raf2 32 0.70 78.05 2.65 37.44 12.13 41.79 Raf2 33 0.76 80.67 1.76 37.44 8.29 41.79 Raf2 34 0.76 80.67 1.76 37.44 8.29 41.79 Raf2 35 1.36 78.05 3.27 37.44 14.93 41.79 Raf2 36 1.36 78.05 3.27 37.44 14.93 41.79 Raf2 37 1.36 78.05 2.37 37.44 11.08 41.79 Raf2 38 1.36 78.05 2.37 37.44 11.08 41.79 Raf2 39 -1.26 157.49 2.66 37.44 12.30 41.79 Raf2 40 -1.27 157.49 1.77 37.44 8.45 41.79 Raf2 41 -1.26 157.49 2.66 37.44 12.30 41.79 Raf2 42 -1.27 157.49 1.77 37.44 8.45 41.79 Raf2 43 0.85 78.05 -1.04 37.44 -5.11 41.79 Raf2 44 0.85 78.05 -1.04 37.44 -5.11 41.79 Raf2 45 0.95 80.67 -2.23 37.44 -10.23 41.79 Raf2 46 0.95 80.67 -2.23 37.44 -10.23 41.79 Raf2 47 1.73 78.05 0.29 37.44 1.43 41.79 Raf2 48 1.73 78.05 0.29 37.44 1.43 41.79 Raf2 49 1.81 80.67 -1.42 37.44 -6.51 41.79 Raf2 50 1.81 80.67 -1.42 37.44 -6.51 41.79 Raf2 51 -1.64 157.49 -1.04 37.44 -4.89 41.79 Raf2 52 -1.63 157.49 -2.22 37.44 -10.01 41.79 Raf2 53 -1.64 157.49 -1.04 37.44 -4.89 41.79 Raf2 54 -1.63 157.49 -2.22 37.44 -10.01 41.79 Raf2 55 2.97 78.05 1.67 37.44 7.61 41.79 Raf2 56 2.21 78.05 1.71 37.44 7.76 41.79 Raf2 57 2.21 78.05 1.62 37.44 7.40 41.79 Raf2 58 1.64 78.05 1.65 37.44 7.52 41.79 Raf2 59 2.95 78.05 0.39 37.44 1.67 41.79 Raf2 60 2.21 78.05 0.43 37.44 1.83 41.79 Raf2 61 0.70 78.05 2.99 37.44 13.71 41.79 Raf2 62 1.37 78.05 3.61 37.44 16.51 41.79 Raf2 63 0.77 80.67 2.10 37.44 9.87 41.79 Raf2 64 1.37 78.05 2.71 37.44 12.66 41.79 Raf2 65 -1.27 157.49 3.00 37.44 13.88 41.79 Raf2 66 -1.28 157.49 2.11 37.44 10.03 41.79 Raf2 67 0.70 78.05 2.65 37.44 12.13 41.79 Raf2 68 1.36 78.05 3.27 37.44 14.93 41.79 Raf2 69 0.76 80.67 1.76 37.44 8.29 41.79 Raf2 70 1.36 78.05 2.37 37.44 11.08 41.79 Raf2 71 -1.26 157.49 2.66 37.44 12.30 41.79 Raf2 72 -1.27 157.49 1.77 37.44 8.45 41.79 Raf2 73 0.85 78.05 -1.04 37.44 -5.11 41.79 Raf2 74 1.73 78.05 0.29 37.44 1.43 41.79 Raf2 75 0.95 80.67 -2.23 37.44 -10.23 41.79 Raf2 76 1.81 80.67 -1.42 37.44 -6.51 41.79 Raf2 77 -1.64 157.49 -1.04 37.44 -4.89 41.79 Raf2 78 -1.63 157.49 -2.22 37.44 -10.01 41.79 Raf2 79 0.08 78.05 -3.75 37.44 16.85 41.79 Raf2 80 0.09 78.05 4.69 37.44 22.80 41.79 Raf2 81 0.05 78.05 3.02 37.44 13.02 41.79 Raf2 82 0.07 80.67 4.55 37.44 18.98 41.79 Raf2 83 0.09 78.05 4.69 37.44 22.80 41.79 Page 74 Of 198 Raf2 84 0.08 78.05 -3.75 37.44 16.84 41.79 Raf2 85 1.75 78.05 0.69 37.44 2.87 41.79 Raf2 86 1.75 78.05 0.69 37.44 2.87 41.79 Raf2 87 1.82 80.67 -0.50 37.44 -2.25 41.79 Raf2 88 1.82 80.67 -0.50 37.44 -2.25 41.79 Raf2 89 -1.64 157.49 0.14 37.44 -0.63 41.79 Raf2 90 -1.63 157.49 -1.31 37.44 -5.75 41.79 Raf2 91 -1.64 157.49 0.14 37.44 -0.63 41.79 Raf2 92 -1.63 157.49 -1.31 37.44 -5.75 41.79 Raf2 93 2.26 78.05 4.00 37.44 18.46 41.79 Raf2 94 1.64 78.05 4.03 37.44 18.58 41.79 STRENGTH RATIO: --------------- Load Axial+ Shear+ Max Id Id Axial Shear Moment Moment Moment UC ----- ---- ----- ----- ------ ------ ------ ----- Col1 1 0.03 0.00 0.00 0.03 0.03 Col1 2 0.09 0.00 0.00 0.09 0.09 Col1 3 0.09 0.00 0.00 0.09 0.09 Col1 4 0.11 0.00 0.00 0.11 0.11 Col1 5 0.08 0.00 0.00 0.08 0.08 Col1 6 0.07 0.00 0.00 0.07 0.07 Col1 7 0.01 0.06 0.70 0.69 0.69 Col1 8 0.01 0.07 0.81 0.79 0.79 Col1 9 0.00 0.06 0.70 0.70 0.70 Col1 10 0.00 0.07 0.81 0.80 0.80 Col1 11 0.01 0.06 0.70 0.70 0.70 Col1 12 0.01 0.07 0.81 0.80 0.80 Col1 13 0.01 0.06 0.70 0.71 0.71 Col1 14 0.01 0.07 0.81 0.81 0.81 Col1 15 0.01 0.06 0.70 0.69 0.69 Col1 16 0.00 0.06 0.70 0.70 0.70 Col1 17 0.01 0.07 0.81 0.79 0.79 Col1 18 0.00 0.07 0.81 0.80 0.80 Col1 19 0.05 0.04 0.53 0.54 0.54 Col1 20 0.05 0.05 0.61 0.62 0.62 Col1 21 0.06 0.04 0.53 0.54 0.54 Col1 22 0.06 0.05 0.61 0.62 0.62 Col1 23 0.06 0.04 0.53 0.54 0.54 Col1 24 0.06 0.05 0.61 0.62 0.62 Col1 25 0.07 0.04 0.53 0.55 0.55 Col1 26 0.07 0.05 0.61 0.62 0.62 Col1 27 0.04 0.04 0.53 0.54 0.54 Col1 28 0.06 0.04 0.53 0.54 0.54 Col1 29 0.04 0.05 0.61 0.62 0.62 Col1 30 0.06 0.05 0.61 0.62 0.62 Col1 31 0.04 0.04 0.53 0.54 0.54 Col1 32 0.04 0.05 0.61 0.62 0.62 Col1 33 0.05 0.04 0.53 0.54 0.54 Col1 34 0.05 0.05 0.61 0.62 0.62 Col1 35 0.05 0.04 0.53 0.54 0.54 Col1 36 0.05 0.05 0.61 0.62 0.62 Col1 37 0.06 0.04 0.53 0.54 0.54 Col1 38 0.06 0.05 0.61 0.62 0.62 Col1 39 0.04 0.04 0.53 0.54 0.54 Col1 40 0.05 0.04 0.53 0.54 0.54 Col1 41 0.04 0.05 0.61 0.62 0.62 Col1 42 0.05 0.05 0.61 0.62 0.62 Col1 43 0.01 0.06 0.70 0.68 0.68 Page 75 Of 198 Col1 44 0.01 0.07 0.81 0.78 0.78 Col1 45 0.01 0.06 0.70 0.69 0.69 Col1 46 0.01 0.07 0.81 0.80 0.80 Col1 47 0.01 0.06 0.70 0.69 0.69 Col1 48 0.01 0.07 0.81 0.79 0.79 Col1 49 0.00 0.06 0.70 0.70 0.70 Col1 50 0.00 0.07 0.81 0.81 0.81 Col1 51 0.01 0.06 0.70 0.68 0.68 Col1 52 0.01 0.06 0.70 0.69 0.69 Col1 53 0.01 0.07 0.81 0.78 0.78 Col1 54 0.01 0.07 0.81 0.80 0.80 Col1 55 0.04 0.00 0.00 0.04 0.04 Col1 56 0.04 0.00 0.00 0.04 0.04 Col1 57 0.04 0.00 0.00 0.04 0.04 Col1 58 0.04 0.00 0.00 0.04 0.04 Col1 59 0.01 0.00 0.00 0.01 0.01 Col1 60 0.01 0.00 0.00 0.01 0.01 Col1 61 0.05 0.00 0.00 0.05 0.05 Col1 62 0.06 0.00 0.00 0.06 0.06 Col1 63 0.06 0.00 0.00 0.06 0.06 Col1 64 0.07 0.00 0.00 0.07 0.07 Col1 65 0.04 0.00 0.00 0.04 0.04 Col1 66 0.06 0.00 0.00 0.06 0.06 Col1 67 0.04 0.00 0.00 0.04 0.04 Col1 68 0.05 0.00 0.00 0.05 0.05 Col1 69 0.05 0.00 0.00 0.05 0.05 Col1 70 0.06 0.00 0.00 0.06 0.06 Col1 71 0.04 0.00 0.00 0.04 0.04 Col1 72 0.05 0.00 0.00 0.05 0.05 Col1 73 0.01 0.00 0.00 0.01 0.01 Col1 74 0.01 0.00 0.00 0.01 0.01 Col1 75 0.01 0.00 0.00 0.01 0.01 Col1 76 0.00 0.00 0.00 0.00 0.00 Col1 77 0.01 0.00 0.00 0.01 0.01 Col1 78 0.01 0.00 0.00 0.01 0.01 Col1 79 0.09 0.00 0.00 0.09 0.09 Col1 80 0.06 0.00 0.00 0.06 0.06 Col1 81 0.09 0.00 0.00 0.09 0.09 Col1 82 0.06 0.00 0.00 0.06 0.06 Col1 83 0.06 0.00 0.00 0.06 0.06 Col1 84 0.09 0.00 0.00 0.09 0.09 Col1 85 0.00 0.06 0.70 0.70 0.70 Col1 86 0.00 0.07 0.81 0.81 0.81 Col1 87 0.02 0.06 0.70 0.71 0.71 Col1 88 0.02 0.07 0.81 0.81 0.81 Col1 89 0.01 0.06 0.70 0.69 0.69 Col1 90 0.01 0.06 0.70 0.70 0.70 Col1 91 0.01 0.07 0.81 0.80 0.80 Col1 92 0.01 0.07 0.81 0.81 0.81 Col1 93 0.08 0.00 0.00 0.08 0.08 Col1 94 0.08 0.00 0.00 0.08 0.08 Col2 1 0.03 0.00 0.00 0.03 0.03 Col2 2 0.10 0.00 0.00 0.10 0.10 Col2 3 0.09 0.00 0.00 0.09 0.09 Col2 4 0.12 0.00 0.00 0.12 0.12 Col2 5 0.08 0.00 0.00 0.08 0.08 Col2 6 0.08 0.00 0.00 0.08 0.08 Col2 7 0.02 0.10 0.70 0.68 0.68 Col2 8 0.02 0.11 0.77 0.76 0.76 Col2 9 0.02 0.10 0.70 0.71 0.71 Page 76 Of 198 Col2 10 0.02 0.11 0.77 0.78 0.78 Col2 11 0.01 0.10 0.70 0.69 0.69 Col2 12 0.01 0.11 0.77 0.77 0.77 Col2 13 0.04 0.10 0.70 0.72 0.72 Col2 14 0.04 0.11 0.77 0.79 0.79 Col2 15 0.02 0.10 0.70 0.68 0.68 Col2 16 0.01 0.10 0.70 0.70 0.70 Col2 17 0.02 0.11 0.77 0.76 0.76 Col2 18 0.01 0.11 0.77 0.77 0.77 Col2 19 0.05 0.08 0.53 0.55 0.55 Col2 20 0.05 0.09 0.58 0.60 0.60 Col2 21 0.08 0.08 0.53 0.57 0.57 Col2 22 0.08 0.09 0.58 0.62 0.62 Col2 23 0.06 0.08 0.53 0.55 0.55 Col2 24 0.06 0.09 0.58 0.61 0.61 Col2 25 0.09 0.08 0.53 0.57 0.57 Col2 26 0.09 0.09 0.58 0.63 0.63 Col2 27 0.05 0.08 0.53 0.55 0.55 Col2 28 0.06 0.08 0.53 0.56 0.56 Col2 29 0.05 0.09 0.58 0.60 0.60 Col2 30 0.06 0.09 0.58 0.61 0.61 Col2 31 0.04 0.08 0.53 0.54 0.54 Col2 32 0.04 0.09 0.58 0.60 0.60 Col2 33 0.08 0.08 0.53 0.56 0.56 Col2 34 0.08 0.09 0.58 0.62 0.62 Col2 35 0.05 0.08 0.53 0.55 0.55 Col2 36 0.05 0.09 0.58 0.60 0.60 Col2 37 0.09 0.08 0.53 0.57 0.57 Col2 38 0.09 0.09 0.58 0.62 0.62 Col2 39 0.04 0.08 0.53 0.54 0.54 Col2 40 0.06 0.08 0.53 0.55 0.55 Col2 41 0.04 0.09 0.58 0.60 0.60 Col2 42 0.06 0.09 0.58 0.61 0.61 Col2 43 0.02 0.10 0.70 0.68 0.68 Col2 44 0.02 0.11 0.77 0.75 0.75 Col2 45 0.01 0.10 0.70 0.71 0.71 Col2 46 0.01 0.11 0.77 0.78 0.78 Col2 47 0.01 0.10 0.70 0.69 0.69 Col2 48 0.01 0.11 0.77 0.76 0.76 Col2 49 0.03 0.10 0.70 0.71 0.71 Col2 50 0.03 0.11 0.77 0.79 0.79 Col2 51 0.02 0.10 0.70 0.68 0.68 Col2 52 0.01 0.10 0.70 0.69 0.69 Col2 53 0.02 0.11 0.77 0.75 0.75 Col2 54 0.01 0.11 0.77 0.76 0.76 Col2 55 0.04 0.00 0.00 0.04 0.04 Col2 56 0.09 0.00 0.00 0.09 0.09 Col2 57 0.04 0.00 0.00 0.04 0.04 Col2 58 0.08 0.00 0.00 0.08 0.08 Col2 59 0.01 0.00 0.00 0.01 0.01 Col2 60 0.06 0.00 0.00 0.06 0.06 Col2 61 0.05 0.00 0.00 0.05 0.05 Col2 62 0.06 0.00 0.00 0.06 0.06 Col2 63 0.08 0.00 0.00 0.08 0.08 Col2 64 0.09 0.00 0.00 0.09 0.09 Col2 65 0.05 0.00 0.00 0.05 0.05 Col2 66 0.06 0.00 0.00 0.06 0.06 Col2 67 0.04 0.00 0.00 0.04 0.04 Col2 68 0.05 0.00 0.00 0.05 0.05 Col2 69 0.08 0.00 0.00 0.08 0.08 Page 77 Of 198 Col2 70 0.09 0.00 0.00 0.09 0.09 Col2 71 0.04 0.00 0.00 0.04 0.04 Col2 72 0.06 0.00 0.00 0.06 0.06 Col2 73 0.02 0.00 0.00 0.02 0.02 Col2 74 0.01 0.00 0.00 0.01 0.01 Col2 75 0.01 0.00 0.00 0.01 0.01 Col2 76 0.03 0.00 0.00 0.03 0.03 Col2 77 0.02 0.00 0.00 0.02 0.02 Col2 78 0.01 0.00 0.00 0.01 0.01 Col2 79 0.09 0.00 0.00 0.09 0.09 Col2 80 0.08 0.00 0.00 0.08 0.08 Col2 81 0.08 0.00 0.00 0.08 0.08 Col2 82 0.06 0.00 0.00 0.06 0.06 Col2 83 0.08 0.00 0.00 0.08 0.08 Col2 84 0.09 0.00 0.00 0.09 0.09 Col2 85 0.00 0.10 0.70 0.70 0.70 Col2 86 0.00 0.11 0.77 0.77 0.77 Col2 87 0.05 0.10 0.70 0.72 0.72 Col2 88 0.05 0.11 0.77 0.80 0.80 Col2 89 0.01 0.10 0.70 0.69 0.69 Col2 90 0.00 0.10 0.70 0.70 0.70 Col2 91 0.01 0.11 0.77 0.76 0.76 Col2 92 0.00 0.11 0.77 0.78 0.78 Col2 93 0.08 0.00 0.00 0.08 0.08 Col2 94 0.12 0.00 0.00 0.12 0.12 Col3 1 0.03 0.00 0.00 0.03 0.03 Col3 2 0.10 0.00 0.00 0.10 0.10 Col3 3 0.09 0.00 0.00 0.09 0.09 Col3 4 0.12 0.00 0.00 0.12 0.12 Col3 5 0.08 0.00 0.00 0.08 0.08 Col3 6 0.08 0.00 0.00 0.08 0.08 Col3 7 0.02 0.10 0.70 0.71 0.71 Col3 8 0.02 0.11 0.77 0.78 0.78 Col3 9 0.02 0.10 0.70 0.68 0.68 Col3 10 0.02 0.11 0.77 0.76 0.76 Col3 11 0.04 0.10 0.70 0.72 0.72 Col3 12 0.04 0.11 0.77 0.79 0.79 Col3 13 0.01 0.10 0.70 0.69 0.69 Col3 14 0.01 0.11 0.77 0.77 0.77 Col3 15 0.01 0.10 0.70 0.70 0.70 Col3 16 0.02 0.10 0.70 0.68 0.68 Col3 17 0.01 0.11 0.77 0.77 0.77 Col3 18 0.02 0.11 0.77 0.76 0.76 Col3 19 0.08 0.08 0.53 0.57 0.57 Col3 20 0.08 0.09 0.58 0.62 0.62 Col3 21 0.05 0.08 0.53 0.55 0.55 Col3 22 0.05 0.09 0.58 0.60 0.60 Col3 23 0.09 0.08 0.53 0.57 0.57 Col3 24 0.09 0.09 0.58 0.63 0.63 Col3 25 0.06 0.08 0.53 0.55 0.55 Col3 26 0.06 0.09 0.58 0.61 0.61 Col3 27 0.06 0.08 0.53 0.56 0.56 Col3 28 0.05 0.08 0.53 0.55 0.55 Col3 29 0.06 0.09 0.58 0.61 0.61 Col3 30 0.05 0.09 0.58 0.60 0.60 Col3 31 0.08 0.08 0.53 0.56 0.56 Col3 32 0.08 0.09 0.58 0.62 0.62 Col3 33 0.04 0.08 0.53 0.54 0.54 Col3 34 0.04 0.09 0.58 0.60 0.60 Col3 35 0.09 0.08 0.53 0.57 0.57 Page 78 Of 198 Col3 36 0.09 0.09 0.58 0.62 0.62 Col3 37 0.05 0.08 0.53 0.55 0.55 Col3 38 0.05 0.09 0.58 0.60 0.60 Col3 39 0.06 0.08 0.53 0.55 0.55 Col3 40 0.04 0.08 0.53 0.54 0.54 Col3 41 0.06 0.09 0.58 0.61 0.61 Col3 42 0.04 0.09 0.58 0.60 0.60 Col3 43 0.01 0.10 0.70 0.71 0.71 Col3 44 0.01 0.11 0.77 0.78 0.78 Col3 45 0.02 0.10 0.70 0.68 0.68 Col3 46 0.02 0.11 0.77 0.75 0.75 Col3 47 0.03 0.10 0.70 0.71 0.71 Col3 48 0.03 0.11 0.77 0.79 0.79 Col3 49 0.01 0.10 0.70 0.69 0.69 Col3 50 0.01 0.11 0.77 0.76 0.76 Col3 51 0.01 0.10 0.70 0.69 0.69 Col3 52 0.02 0.10 0.70 0.68 0.68 Col3 53 0.01 0.11 0.77 0.76 0.76 Col3 54 0.02 0.11 0.77 0.75 0.75 Col3 55 0.09 0.00 0.00 0.09 0.09 Col3 56 0.04 0.00 0.00 0.04 0.04 Col3 57 0.08 0.00 0.00 0.08 0.08 Col3 58 0.04 0.00 0.00 0.04 0.04 Col3 59 0.06 0.00 0.00 0.06 0.06 Col3 60 0.01 0.00 0.00 0.01 0.01 Col3 61 0.08 0.00 0.00 0.08 0.08 Col3 62 0.09 0.00 0.00 0.09 0.09 Col3 63 0.05 0.00 0.00 0.05 0.05 Col3 64 0.06 0.00 0.00 0.06 0.06 Col3 65 0.06 0.00 0.00 0.06 0.06 Col3 66 0.05 0.00 0.00 0.05 0.05 Col3 67 0.08 0.00 0.00 0.08 0.08 Col3 68 0.09 0.00 0.00 0.09 0.09 Col3 69 0.04 0.00 0.00 0.04 0.04 Col3 70 0.05 0.00 0.00 0.05 0.05 Col3 71 0.06 0.00 0.00 0.06 0.06 Col3 72 0.04 0.00 0.00 0.04 0.04 Col3 73 0.01 0.00 0.00 0.01 0.01 Col3 74 0.03 0.00 0.00 0.03 0.03 Col3 75 0.02 0.00 0.00 0.02 0.02 Col3 76 0.01 0.00 0.00 0.01 0.01 Col3 77 0.01 0.00 0.00 0.01 0.01 Col3 78 0.02 0.00 0.00 0.02 0.02 Col3 79 0.08 0.00 0.00 0.08 0.08 Col3 80 0.09 0.00 0.00 0.09 0.09 Col3 81 0.06 0.00 0.00 0.06 0.06 Col3 82 0.08 0.00 0.00 0.08 0.08 Col3 83 0.09 0.00 0.00 0.09 0.09 Col3 84 0.08 0.00 0.00 0.08 0.08 Col3 85 0.05 0.10 0.70 0.72 0.72 Col3 86 0.05 0.11 0.77 0.80 0.80 Col3 87 0.00 0.10 0.70 0.70 0.70 Col3 88 0.00 0.11 0.77 0.77 0.77 Col3 89 0.00 0.10 0.70 0.70 0.70 Col3 90 0.01 0.10 0.70 0.69 0.69 Col3 91 0.00 0.11 0.77 0.78 0.78 Col3 92 0.01 0.11 0.77 0.76 0.76 Col3 93 0.12 0.00 0.00 0.12 0.12 Col3 94 0.08 0.00 0.00 0.08 0.08 Col4 1 0.03 0.00 0.00 0.03 0.03 Page 79 Of 198 Col4 2 0.09 0.00 0.00 0.09 0.09 Col4 3 0.09 0.00 0.00 0.09 0.09 Col4 4 0.11 0.00 0.00 0.11 0.11 Col4 5 0.08 0.00 0.00 0.08 0.08 Col4 6 0.07 0.00 0.00 0.07 0.07 Col4 7 0.00 0.06 0.70 0.70 0.70 Col4 8 0.00 0.07 0.81 0.80 0.80 Col4 9 0.01 0.06 0.70 0.69 0.69 Col4 10 0.01 0.07 0.81 0.79 0.79 Col4 11 0.01 0.06 0.70 0.71 0.71 Col4 12 0.01 0.07 0.81 0.81 0.81 Col4 13 0.01 0.06 0.70 0.70 0.70 Col4 14 0.01 0.07 0.81 0.80 0.80 Col4 15 0.00 0.06 0.70 0.70 0.70 Col4 16 0.01 0.06 0.70 0.69 0.69 Col4 17 0.00 0.07 0.81 0.80 0.80 Col4 18 0.01 0.07 0.81 0.79 0.79 Col4 19 0.06 0.04 0.53 0.54 0.54 Col4 20 0.06 0.05 0.61 0.62 0.62 Col4 21 0.05 0.04 0.53 0.54 0.54 Col4 22 0.05 0.05 0.61 0.62 0.62 Col4 23 0.07 0.04 0.53 0.55 0.55 Col4 24 0.07 0.05 0.61 0.62 0.62 Col4 25 0.06 0.04 0.53 0.54 0.54 Col4 26 0.06 0.05 0.61 0.62 0.62 Col4 27 0.06 0.04 0.53 0.54 0.54 Col4 28 0.04 0.04 0.53 0.54 0.54 Col4 29 0.06 0.05 0.61 0.62 0.62 Col4 30 0.04 0.05 0.61 0.62 0.62 Col4 31 0.05 0.04 0.53 0.54 0.54 Col4 32 0.05 0.05 0.61 0.62 0.62 Col4 33 0.04 0.04 0.53 0.54 0.54 Col4 34 0.04 0.05 0.61 0.62 0.62 Col4 35 0.06 0.04 0.53 0.54 0.54 Col4 36 0.06 0.05 0.61 0.62 0.62 Col4 37 0.05 0.04 0.53 0.54 0.54 Col4 38 0.05 0.05 0.61 0.62 0.62 Col4 39 0.05 0.04 0.53 0.54 0.54 Col4 40 0.04 0.04 0.53 0.54 0.54 Col4 41 0.05 0.05 0.61 0.62 0.62 Col4 42 0.04 0.05 0.61 0.62 0.62 Col4 43 0.01 0.06 0.70 0.69 0.69 Col4 44 0.01 0.07 0.81 0.80 0.80 Col4 45 0.01 0.06 0.70 0.68 0.68 Col4 46 0.01 0.07 0.81 0.78 0.78 Col4 47 0.00 0.06 0.70 0.70 0.70 Col4 48 0.00 0.07 0.81 0.81 0.81 Col4 49 0.01 0.06 0.70 0.69 0.69 Col4 50 0.01 0.07 0.81 0.79 0.79 Col4 51 0.01 0.06 0.70 0.69 0.69 Col4 52 0.01 0.06 0.70 0.68 0.68 Col4 53 0.01 0.07 0.81 0.80 0.80 Col4 54 0.01 0.07 0.81 0.78 0.78 Col4 55 0.04 0.00 0.00 0.04 0.04 Col4 56 0.04 0.00 0.00 0.04 0.04 Col4 57 0.04 0.00 0.00 0.04 0.04 Col4 58 0.04 0.00 0.00 0.04 0.04 Col4 59 0.01 0.00 0.00 0.01 0.01 Col4 60 0.01 0.00 0.00 0.01 0.01 Col4 61 0.06 0.00 0.00 0.06 0.06 Page 80 Of 198 Col4 62 0.07 0.00 0.00 0.07 0.07 Col4 63 0.05 0.00 0.00 0.05 0.05 Col4 64 0.06 0.00 0.00 0.06 0.06 Col4 65 0.06 0.00 0.00 0.06 0.06 Col4 66 0.04 0.00 0.00 0.04 0.04 Col4 67 0.05 0.00 0.00 0.05 0.05 Col4 68 0.06 0.00 0.00 0.06 0.06 Col4 69 0.04 0.00 0.00 0.04 0.04 Col4 70 0.05 0.00 0.00 0.05 0.05 Col4 71 0.05 0.00 0.00 0.05 0.05 Col4 72 0.04 0.00 0.00 0.04 0.04 Col4 73 0.01 0.00 0.00 0.01 0.01 Col4 74 0.00 0.00 0.00 0.00 0.00 Col4 75 0.01 0.00 0.00 0.01 0.01 Col4 76 0.01 0.00 0.00 0.01 0.01 Col4 77 0.01 0.00 0.00 0.01 0.01 Col4 78 0.01 0.00 0.00 0.01 0.01 Col4 79 0.06 0.00 0.00 0.06 0.06 Col4 80 0.09 0.00 0.00 0.09 0.09 Col4 81 0.06 0.00 0.00 0.06 0.06 Col4 82 0.09 0.00 0.00 0.09 0.09 Col4 83 0.09 0.00 0.00 0.09 0.09 Col4 84 0.06 0.00 0.00 0.06 0.06 Col4 85 0.02 0.06 0.70 0.71 0.71 Col4 86 0.02 0.07 0.81 0.81 0.81 Col4 87 0.00 0.06 0.70 0.70 0.70 Col4 88 0.00 0.07 0.81 0.81 0.81 Col4 89 0.01 0.06 0.70 0.70 0.70 Col4 90 0.01 0.06 0.70 0.69 0.69 Col4 91 0.01 0.07 0.81 0.81 0.81 Col4 92 0.01 0.07 0.81 0.80 0.80 Col4 93 0.08 0.00 0.00 0.08 0.08 Col4 94 0.08 0.00 0.00 0.08 0.08 ----- ---- ----- ----- ------ ------ ------ ----- Raf1 1 0.00 0.04 0.16 0.16 0.16 Raf1 2 0.00 0.14 0.57 0.57 0.57 Raf1 3 0.00 0.12 0.52 0.52 0.52 Raf1 4 0.00 0.16 0.67 0.67 0.67 Raf1 5 0.00 0.11 0.47 0.47 0.47 Raf1 6 0.00 0.10 0.43 0.43 0.43 Raf1 7 0.01 0.05 0.20 0.21 0.21 Raf1 8 0.01 0.05 0.20 0.21 0.21 Raf1 9 0.01 0.02 0.08 0.09 0.09 Raf1 10 0.01 0.02 0.08 0.09 0.09 Raf1 11 0.02 0.03 0.11 0.13 0.13 Raf1 12 0.02 0.03 0.11 0.13 0.13 Raf1 13 0.02 0.00 0.02 0.03 0.03 Raf1 14 0.02 0.00 0.02 0.03 0.03 Raf1 15 0.01 0.05 0.20 0.20 0.20 Raf1 16 0.01 0.02 0.08 0.08 0.08 Raf1 17 0.01 0.05 0.20 0.20 0.20 Raf1 18 0.01 0.02 0.08 0.08 0.08 Raf1 19 0.01 0.06 0.24 0.24 0.24 Raf1 20 0.01 0.06 0.24 0.24 0.24 Raf1 21 0.01 0.08 0.33 0.33 0.33 Raf1 22 0.01 0.08 0.33 0.33 0.33 Raf1 23 0.02 0.07 0.30 0.31 0.31 Raf1 24 0.02 0.07 0.30 0.31 0.31 Raf1 25 0.02 0.10 0.40 0.40 0.40 Raf1 26 0.02 0.10 0.40 0.40 0.40 Page 81 Of 198 Raf1 27 0.01 0.06 0.24 0.24 0.24 Raf1 28 0.01 0.08 0.33 0.34 0.34 Raf1 29 0.01 0.06 0.24 0.24 0.24 Raf1 30 0.01 0.08 0.33 0.34 0.34 Raf1 31 0.01 0.05 0.20 0.20 0.20 Raf1 32 0.01 0.05 0.20 0.20 0.20 Raf1 33 0.01 0.07 0.29 0.29 0.29 Raf1 34 0.01 0.07 0.29 0.29 0.29 Raf1 35 0.02 0.06 0.27 0.27 0.27 Raf1 36 0.02 0.06 0.27 0.27 0.27 Raf1 37 0.02 0.09 0.36 0.37 0.37 Raf1 38 0.02 0.09 0.36 0.37 0.37 Raf1 39 0.01 0.05 0.20 0.21 0.21 Raf1 40 0.01 0.07 0.29 0.30 0.30 Raf1 41 0.01 0.05 0.20 0.21 0.21 Raf1 42 0.01 0.07 0.29 0.30 0.30 Raf1 43 0.01 0.06 0.24 0.25 0.25 Raf1 44 0.01 0.06 0.24 0.25 0.25 Raf1 45 0.01 0.03 0.12 0.13 0.13 Raf1 46 0.01 0.03 0.12 0.13 0.13 Raf1 47 0.02 0.04 0.16 0.17 0.17 Raf1 48 0.02 0.04 0.16 0.17 0.17 Raf1 49 0.02 0.01 0.03 0.05 0.05 Raf1 50 0.02 0.01 0.03 0.05 0.05 Raf1 51 0.01 0.06 0.24 0.24 0.24 Raf1 52 0.01 0.03 0.12 0.12 0.12 Raf1 53 0.01 0.06 0.24 0.24 0.24 Raf1 54 0.01 0.03 0.12 0.12 0.12 Raf1 55 0.03 0.05 0.19 0.20 0.20 Raf1 56 0.04 0.04 0.18 0.20 0.20 Raf1 57 0.02 0.04 0.18 0.19 0.19 Raf1 58 0.03 0.04 0.18 0.19 0.19 Raf1 59 0.03 0.01 0.04 0.05 0.05 Raf1 60 0.04 0.01 0.04 0.06 0.06 Raf1 61 0.01 0.06 0.24 0.24 0.24 Raf1 62 0.02 0.07 0.30 0.31 0.31 Raf1 63 0.01 0.08 0.33 0.33 0.33 Raf1 64 0.02 0.10 0.40 0.40 0.40 Raf1 65 0.01 0.06 0.24 0.24 0.24 Raf1 66 0.01 0.08 0.33 0.34 0.34 Raf1 67 0.01 0.05 0.20 0.20 0.20 Raf1 68 0.02 0.06 0.27 0.27 0.27 Raf1 69 0.01 0.07 0.29 0.29 0.29 Raf1 70 0.02 0.09 0.36 0.37 0.37 Raf1 71 0.01 0.05 0.20 0.21 0.21 Raf1 72 0.01 0.07 0.29 0.30 0.30 Raf1 73 0.01 0.06 0.24 0.25 0.25 Raf1 74 0.02 0.04 0.16 0.17 0.17 Raf1 75 0.01 0.03 0.12 0.13 0.13 Raf1 76 0.02 0.01 0.03 0.05 0.05 Raf1 77 0.01 0.06 0.24 0.24 0.24 Raf1 78 0.01 0.03 0.12 0.12 0.12 Raf1 79 0.00 0.13 0.55 0.55 0.55 Raf1 80 0.00 0.10 0.40 0.40 0.40 Raf1 81 0.00 0.12 0.45 0.45 0.45 Raf1 82 0.00 0.08 0.31 0.31 0.31 Raf1 83 0.00 0.10 0.40 0.40 0.40 Raf1 84 0.00 0.13 0.55 0.55 0.55 Raf1 85 0.02 0.01 0.05 0.07 0.07 Raf1 86 0.02 0.01 0.05 0.07 0.07 Page 82 Of 198 Raf1 87 0.02 0.02 0.07 0.08 0.08 Raf1 88 0.02 0.02 0.07 0.08 0.08 Raf1 89 0.01 0.03 0.14 0.14 0.14 Raf1 90 0.01 0.00 0.02 0.02 0.02 Raf1 91 0.01 0.03 0.14 0.14 0.14 Raf1 92 0.01 0.00 0.02 0.02 0.02 Raf1 93 0.02 0.11 0.44 0.45 0.45 Raf1 94 0.03 0.11 0.44 0.46 0.46 Raf2 1 0.00 0.04 0.16 0.16 0.16 Raf2 2 0.00 0.14 0.57 0.57 0.57 Raf2 3 0.00 0.12 0.52 0.52 0.52 Raf2 4 0.00 0.16 0.67 0.67 0.67 Raf2 5 0.00 0.11 0.47 0.47 0.47 Raf2 6 0.00 0.10 0.43 0.43 0.43 Raf2 7 0.01 0.02 0.08 0.09 0.09 Raf2 8 0.01 0.02 0.08 0.09 0.09 Raf2 9 0.01 0.05 0.20 0.21 0.21 Raf2 10 0.01 0.05 0.20 0.21 0.21 Raf2 11 0.02 0.00 0.02 0.03 0.03 Raf2 12 0.02 0.00 0.02 0.03 0.03 Raf2 13 0.02 0.03 0.11 0.13 0.13 Raf2 14 0.02 0.03 0.11 0.13 0.13 Raf2 15 0.01 0.02 0.08 0.08 0.08 Raf2 16 0.01 0.05 0.20 0.20 0.20 Raf2 17 0.01 0.02 0.08 0.08 0.08 Raf2 18 0.01 0.05 0.20 0.20 0.20 Raf2 19 0.01 0.08 0.33 0.33 0.33 Raf2 20 0.01 0.08 0.33 0.33 0.33 Raf2 21 0.01 0.06 0.24 0.24 0.24 Raf2 22 0.01 0.06 0.24 0.24 0.24 Raf2 23 0.02 0.10 0.40 0.40 0.40 Raf2 24 0.02 0.10 0.40 0.40 0.40 Raf2 25 0.02 0.07 0.30 0.31 0.31 Raf2 26 0.02 0.07 0.30 0.31 0.31 Raf2 27 0.01 0.08 0.33 0.34 0.34 Raf2 28 0.01 0.06 0.24 0.24 0.24 Raf2 29 0.01 0.08 0.33 0.34 0.34 Raf2 30 0.01 0.06 0.24 0.24 0.24 Raf2 31 0.01 0.07 0.29 0.29 0.29 Raf2 32 0.01 0.07 0.29 0.29 0.29 Raf2 33 0.01 0.05 0.20 0.20 0.20 Raf2 34 0.01 0.05 0.20 0.20 0.20 Raf2 35 0.02 0.09 0.36 0.37 0.37 Raf2 36 0.02 0.09 0.36 0.37 0.37 Raf2 37 0.02 0.06 0.27 0.27 0.27 Raf2 38 0.02 0.06 0.27 0.27 0.27 Raf2 39 0.01 0.07 0.29 0.30 0.30 Raf2 40 0.01 0.05 0.20 0.21 0.21 Raf2 41 0.01 0.07 0.29 0.30 0.30 Raf2 42 0.01 0.05 0.20 0.21 0.21 Raf2 43 0.01 0.03 0.12 0.13 0.13 Raf2 44 0.01 0.03 0.12 0.13 0.13 Raf2 45 0.01 0.06 0.24 0.25 0.25 Raf2 46 0.01 0.06 0.24 0.25 0.25 Raf2 47 0.02 0.01 0.03 0.05 0.05 Raf2 48 0.02 0.01 0.03 0.05 0.05 Raf2 49 0.02 0.04 0.16 0.17 0.17 Raf2 50 0.02 0.04 0.16 0.17 0.17 Raf2 51 0.01 0.03 0.12 0.12 0.12 Raf2 52 0.01 0.06 0.24 0.24 0.24 Page 83 Of 198 Raf2 53 0.01 0.03 0.12 0.12 0.12 Raf2 54 0.01 0.06 0.24 0.24 0.24 Raf2 55 0.04 0.04 0.18 0.20 0.20 Raf2 56 0.03 0.05 0.19 0.20 0.20 Raf2 57 0.03 0.04 0.18 0.19 0.19 Raf2 58 0.02 0.04 0.18 0.19 0.19 Raf2 59 0.04 0.01 0.04 0.06 0.06 Raf2 60 0.03 0.01 0.04 0.05 0.05 Raf2 61 0.01 0.08 0.33 0.33 0.33 Raf2 62 0.02 0.10 0.40 0.40 0.40 Raf2 63 0.01 0.06 0.24 0.24 0.24 Raf2 64 0.02 0.07 0.30 0.31 0.31 Raf2 65 0.01 0.08 0.33 0.34 0.34 Raf2 66 0.01 0.06 0.24 0.24 0.24 Raf2 67 0.01 0.07 0.29 0.29 0.29 Raf2 68 0.02 0.09 0.36 0.37 0.37 Raf2 69 0.01 0.05 0.20 0.20 0.20 Raf2 70 0.02 0.06 0.27 0.27 0.27 Raf2 71 0.01 0.07 0.29 0.30 0.30 Raf2 72 0.01 0.05 0.20 0.21 0.21 Raf2 73 0.01 0.03 0.12 0.13 0.13 Raf2 74 0.02 0.01 0.03 0.05 0.05 Raf2 75 0.01 0.06 0.24 0.25 0.25 Raf2 76 0.02 0.04 0.16 0.17 0.17 Raf2 77 0.01 0.03 0.12 0.12 0.12 Raf2 78 0.01 0.06 0.24 0.24 0.24 Raf2 79 0.00 0.10 0.40 0.40 0.40 Raf2 80 0.00 0.13 0.55 0.55 0.55 Raf2 81 0.00 0.08 0.31 0.31 0.31 Raf2 82 0.00 0.12 0.45 0.45 0.45 Raf2 83 0.00 0.13 0.55 0.55 0.55 Raf2 84 0.00 0.10 0.40 0.40 0.40 Raf2 85 0.02 0.02 0.07 0.08 0.08 Raf2 86 0.02 0.02 0.07 0.08 0.08 Raf2 87 0.02 0.01 0.05 0.07 0.07 Raf2 88 0.02 0.01 0.05 0.07 0.07 Raf2 89 0.01 0.00 0.02 0.02 0.02 Raf2 90 0.01 0.03 0.14 0.14 0.14 Raf2 91 0.01 0.00 0.02 0.02 0.02 Raf2 92 0.01 0.03 0.14 0.14 0.14 Raf2 93 0.03 0.11 0.44 0.46 0.46 Raf2 94 0.02 0.11 0.44 0.45 0.45 COLUMN REACTIONS: ----------------- Load In_Plane --Out_Plane_Horz-- Id Id Vert(k ) Horz(k ) Base(k ) Roof(k ) ----- ---- -------- -------- -------- -------- Col1 1 1.49 0.00 0.00 0.00 Col1 2 4.03 0.00 0.00 0.00 Col1 3 3.72 0.00 0.00 0.00 Col1 4 4.68 0.00 0.00 0.00 Col1 5 3.40 0.00 0.00 0.00 Col1 6 3.16 0.00 0.00 0.00 Col1 7 -0.84 0.00 -2.56 -2.56 Col1 8 -0.84 0.00 2.94 2.94 Col1 9 -0.02 0.00 -2.56 -2.56 Col1 10 -0.02 0.00 2.94 2.94 Col1 11 -0.24 0.00 -2.56 -2.56 Page 84 Of 198 Col1 12 -0.24 0.00 2.94 2.94 Col1 13 0.57 0.00 -2.56 -2.56 Col1 14 0.57 0.00 2.94 2.94 Col1 15 -0.90 0.00 -2.56 -2.56 Col1 16 -0.03 0.00 -2.56 -2.56 Col1 17 -0.90 0.00 2.94 2.94 Col1 18 -0.03 0.00 2.94 2.94 Col1 19 1.94 0.00 -1.92 -1.92 Col1 20 1.94 0.00 2.21 2.21 Col1 21 2.55 0.00 -1.92 -1.92 Col1 22 2.55 0.00 2.21 2.21 Col1 23 2.39 0.00 -1.92 -1.92 Col1 24 2.39 0.00 2.21 2.21 Col1 25 2.99 0.00 -1.92 -1.92 Col1 26 2.99 0.00 2.21 2.21 Col1 27 1.89 0.00 -1.92 -1.92 Col1 28 2.54 0.00 -1.92 -1.92 Col1 29 1.89 0.00 2.21 2.21 Col1 30 2.54 0.00 2.21 2.21 Col1 31 1.70 0.00 -1.92 -1.92 Col1 32 1.70 0.00 2.21 2.21 Col1 33 2.31 0.00 -1.92 -1.92 Col1 34 2.31 0.00 2.21 2.21 Col1 35 2.15 0.00 -1.92 -1.92 Col1 36 2.15 0.00 2.21 2.21 Col1 37 2.76 0.00 -1.92 -1.92 Col1 38 2.76 0.00 2.21 2.21 Col1 39 1.66 0.00 -1.92 -1.92 Col1 40 2.30 0.00 -1.92 -1.92 Col1 41 1.66 0.00 2.21 2.21 Col1 42 2.30 0.00 2.21 2.21 Col1 43 -1.28 0.00 -2.56 -2.56 Col1 44 -1.28 0.00 2.94 2.94 Col1 45 -0.47 0.00 -2.56 -2.56 Col1 46 -0.47 0.00 2.94 2.94 Col1 47 -0.69 0.00 -2.56 -2.56 Col1 48 -0.69 0.00 2.94 2.94 Col1 49 0.13 0.00 -2.56 -2.56 Col1 50 0.13 0.00 2.94 2.94 Col1 51 -1.34 0.00 -2.56 -2.56 Col1 52 -0.48 0.00 -2.56 -2.56 Col1 53 -1.34 0.00 2.94 2.94 Col1 54 -0.48 0.00 2.94 2.94 Col1 55 1.74 0.00 0.00 0.00 Col1 56 1.71 0.00 0.00 0.00 Col1 57 1.67 0.00 0.00 0.00 Col1 58 1.65 0.00 0.00 0.00 Col1 59 0.52 0.00 0.00 0.00 Col1 60 0.49 0.00 0.00 0.00 Col1 61 1.94 0.00 0.00 0.00 Col1 62 2.39 0.00 0.00 0.00 Col1 63 2.55 0.00 0.00 0.00 Col1 64 2.99 0.00 0.00 0.00 Col1 65 1.89 0.00 0.00 0.00 Col1 66 2.54 0.00 0.00 0.00 Col1 67 1.70 0.00 0.00 0.00 Col1 68 2.15 0.00 0.00 0.00 Col1 69 2.31 0.00 0.00 0.00 Col1 70 2.76 0.00 0.00 0.00 Col1 71 1.66 0.00 0.00 0.00 Page 85 Of 198 Col1 72 2.30 0.00 0.00 0.00 Col1 73 -1.28 0.00 0.00 0.00 Col1 74 -0.69 0.00 0.00 0.00 Col1 75 -0.47 0.00 0.00 0.00 Col1 76 0.13 0.00 0.00 0.00 Col1 77 -1.34 0.00 0.00 0.00 Col1 78 -0.48 0.00 0.00 0.00 Col1 79 3.67 0.00 0.00 0.00 Col1 80 2.51 0.00 0.00 0.00 Col1 81 3.81 0.00 0.00 0.00 Col1 82 2.65 0.00 0.00 0.00 Col1 83 2.51 0.00 0.00 0.00 Col1 84 3.67 0.00 0.00 0.00 Col1 85 0.14 0.00 -2.56 -2.56 Col1 86 0.14 0.00 2.94 2.94 Col1 87 0.95 0.00 -2.56 -2.56 Col1 88 0.95 0.00 2.94 2.94 Col1 89 -0.51 0.00 -2.56 -2.56 Col1 90 0.35 0.00 -2.56 -2.56 Col1 91 -0.51 0.00 2.94 2.94 Col1 92 0.35 0.00 2.94 2.94 Col1 93 3.34 0.00 0.00 0.00 Col1 94 3.32 0.00 0.00 0.00 Col2 1 3.46 0.00 0.00 0.00 Col2 2 10.18 0.00 0.00 0.00 Col2 3 9.34 0.00 0.00 0.00 Col2 4 11.88 0.00 0.00 0.00 Col2 5 8.50 0.00 0.00 0.00 Col2 6 7.87 0.00 0.00 0.00 Col2 7 -5.43 2.33 -5.03 -5.03 Col2 8 -5.43 2.33 5.55 5.55 Col2 9 2.22 0.00 -5.03 -5.03 Col2 10 2.22 0.00 5.55 5.55 Col2 11 -3.93 2.33 -5.03 -5.03 Col2 12 -3.93 2.33 5.55 5.55 Col2 13 3.72 0.00 -5.03 -5.03 Col2 14 3.72 0.00 5.55 5.55 Col2 15 -2.52 0.00 -5.03 -5.03 Col2 16 -0.61 0.06 -5.03 -5.03 Col2 17 -2.52 0.00 5.55 5.55 Col2 18 -0.61 0.06 5.55 5.55 Col2 19 2.59 1.75 -3.77 -3.77 Col2 20 2.59 1.75 4.16 4.16 Col2 21 8.33 0.00 -3.77 -3.77 Col2 22 8.33 0.00 4.16 4.16 Col2 23 3.71 1.75 -3.77 -3.77 Col2 24 3.71 1.75 4.16 4.16 Col2 25 9.45 0.00 -3.77 -3.77 Col2 26 9.45 0.00 4.16 4.16 Col2 27 4.77 0.00 -3.77 -3.77 Col2 28 6.20 0.05 -3.77 -3.77 Col2 29 4.77 0.00 4.16 4.16 Col2 30 6.20 0.05 4.16 4.16 Col2 31 1.96 1.75 -3.77 -3.77 Col2 32 1.96 1.75 4.16 4.16 Col2 33 7.70 0.00 -3.77 -3.77 Col2 34 7.70 0.00 4.16 4.16 Col2 35 3.08 1.75 -3.77 -3.77 Col2 36 3.08 1.75 4.16 4.16 Col2 37 8.82 0.00 -3.77 -3.77 Page 86 Of 198 Col2 38 8.82 0.00 4.16 4.16 Col2 39 4.14 0.00 -3.77 -3.77 Col2 40 5.57 0.05 -3.77 -3.77 Col2 41 4.14 0.00 4.16 4.16 Col2 42 5.57 0.05 4.16 4.16 Col2 43 -6.41 2.33 -5.03 -5.03 Col2 44 -6.41 2.33 5.55 5.55 Col2 45 1.24 0.00 -5.03 -5.03 Col2 46 1.24 0.00 5.55 5.55 Col2 47 -4.92 2.33 -5.03 -5.03 Col2 48 -4.92 2.33 5.55 5.55 Col2 49 2.73 0.00 -5.03 -5.03 Col2 50 2.73 0.00 5.55 5.55 Col2 51 -3.51 0.00 -5.03 -5.03 Col2 52 -1.59 0.06 -5.03 -5.03 Col2 53 -3.51 0.00 5.55 5.55 Col2 54 -1.59 0.06 5.55 5.55 Col2 55 -1.28 4.41 0.00 0.00 Col2 56 9.23 0.00 0.00 0.00 Col2 57 -0.07 3.28 0.00 0.00 Col2 58 7.74 0.00 0.00 0.00 Col2 59 -4.16 4.41 0.00 0.00 Col2 60 6.35 0.00 0.00 0.00 Col2 61 2.59 1.75 0.00 0.00 Col2 62 3.71 1.75 0.00 0.00 Col2 63 8.33 0.00 0.00 0.00 Col2 64 9.45 0.00 0.00 0.00 Col2 65 4.77 0.00 0.00 0.00 Col2 66 6.20 0.05 0.00 0.00 Col2 67 1.96 1.75 0.00 0.00 Col2 68 3.08 1.75 0.00 0.00 Col2 69 7.70 0.00 0.00 0.00 Col2 70 8.82 0.00 0.00 0.00 Col2 71 4.14 0.00 0.00 0.00 Col2 72 5.57 0.05 0.00 0.00 Col2 73 -6.41 2.33 0.00 0.00 Col2 74 -4.92 2.33 0.00 0.00 Col2 75 1.24 0.00 0.00 0.00 Col2 76 2.73 0.00 0.00 0.00 Col2 77 -3.51 0.00 0.00 0.00 Col2 78 -1.59 0.06 0.00 0.00 Col2 79 9.60 0.00 0.00 0.00 Col2 80 7.64 0.00 0.00 0.00 Col2 81 8.11 0.00 0.00 0.00 Col2 82 6.15 0.00 0.00 0.00 Col2 83 7.64 0.00 0.00 0.00 Col2 84 9.60 0.00 0.00 0.00 Col2 85 -2.93 2.33 -5.03 -5.03 Col2 86 -2.93 2.33 5.55 5.55 Col2 87 4.73 0.00 -5.03 -5.03 Col2 88 4.73 0.00 5.55 5.55 Col2 89 -1.52 0.00 -5.03 -5.03 Col2 90 0.40 0.06 -5.03 -5.03 Col2 91 -1.52 0.00 5.55 5.55 Col2 92 0.40 0.06 5.55 5.55 Col2 93 4.34 3.28 0.00 0.00 Col2 94 12.15 0.00 0.00 0.00 Col3 1 3.46 0.00 0.00 0.00 Col3 2 10.18 0.00 0.00 0.00 Col3 3 9.34 0.00 0.00 0.00 Page 87 Of 198 Col3 4 11.88 0.00 0.00 0.00 Col3 5 8.50 0.00 0.00 0.00 Col3 6 7.87 0.00 0.00 0.00 Col3 7 2.22 0.00 -5.03 -5.03 Col3 8 2.22 0.00 5.55 5.55 Col3 9 -5.43 2.33 -5.03 -5.03 Col3 10 -5.43 2.33 5.55 5.55 Col3 11 3.72 0.00 -5.03 -5.03 Col3 12 3.72 0.00 5.55 5.55 Col3 13 -3.93 2.33 -5.03 -5.03 Col3 14 -3.93 2.33 5.55 5.55 Col3 15 -0.61 0.06 -5.03 -5.03 Col3 16 -2.52 0.00 -5.03 -5.03 Col3 17 -0.61 0.06 5.55 5.55 Col3 18 -2.52 0.00 5.55 5.55 Col3 19 8.33 0.00 -3.77 -3.77 Col3 20 8.33 0.00 4.16 4.16 Col3 21 2.59 1.75 -3.77 -3.77 Col3 22 2.59 1.75 4.16 4.16 Col3 23 9.45 0.00 -3.77 -3.77 Col3 24 9.45 0.00 4.16 4.16 Col3 25 3.71 1.75 -3.77 -3.77 Col3 26 3.71 1.75 4.16 4.16 Col3 27 6.20 0.05 -3.77 -3.77 Col3 28 4.77 0.00 -3.77 -3.77 Col3 29 6.20 0.05 4.16 4.16 Col3 30 4.77 0.00 4.16 4.16 Col3 31 7.70 0.00 -3.77 -3.77 Col3 32 7.70 0.00 4.16 4.16 Col3 33 1.96 1.75 -3.77 -3.77 Col3 34 1.96 1.75 4.16 4.16 Col3 35 8.82 0.00 -3.77 -3.77 Col3 36 8.82 0.00 4.16 4.16 Col3 37 3.08 1.75 -3.77 -3.77 Col3 38 3.08 1.75 4.16 4.16 Col3 39 5.57 0.05 -3.77 -3.77 Col3 40 4.14 0.00 -3.77 -3.77 Col3 41 5.57 0.05 4.16 4.16 Col3 42 4.14 0.00 4.16 4.16 Col3 43 1.24 0.00 -5.03 -5.03 Col3 44 1.24 0.00 5.55 5.55 Col3 45 -6.41 2.33 -5.03 -5.03 Col3 46 -6.41 2.33 5.55 5.55 Col3 47 2.73 0.00 -5.03 -5.03 Col3 48 2.73 0.00 5.55 5.55 Col3 49 -4.92 2.33 -5.03 -5.03 Col3 50 -4.92 2.33 5.55 5.55 Col3 51 -1.59 0.06 -5.03 -5.03 Col3 52 -3.51 0.00 -5.03 -5.03 Col3 53 -1.59 0.06 5.55 5.55 Col3 54 -3.51 0.00 5.55 5.55 Col3 55 9.23 0.00 0.00 0.00 Col3 56 -1.28 4.41 0.00 0.00 Col3 57 7.74 0.00 0.00 0.00 Col3 58 -0.06 3.28 0.00 0.00 Col3 59 6.35 0.00 0.00 0.00 Col3 60 -4.16 4.41 0.00 0.00 Col3 61 8.33 0.00 0.00 0.00 Col3 62 9.45 0.00 0.00 0.00 Col3 63 2.59 1.75 0.00 0.00 Page 88 Of 198 Col3 64 3.71 1.75 0.00 0.00 Col3 65 6.20 0.05 0.00 0.00 Col3 66 4.77 0.00 0.00 0.00 Col3 67 7.70 0.00 0.00 0.00 Col3 68 8.82 0.00 0.00 0.00 Col3 69 1.96 1.75 0.00 0.00 Col3 70 3.08 1.75 0.00 0.00 Col3 71 5.57 0.05 0.00 0.00 Col3 72 4.14 0.00 0.00 0.00 Col3 73 1.24 0.00 0.00 0.00 Col3 74 2.73 0.00 0.00 0.00 Col3 75 -6.41 2.33 0.00 0.00 Col3 76 -4.92 2.33 0.00 0.00 Col3 77 -1.59 0.06 0.00 0.00 Col3 78 -3.51 0.00 0.00 0.00 Col3 79 7.64 0.00 0.00 0.00 Col3 80 9.60 0.00 0.00 0.00 Col3 81 6.15 0.00 0.00 0.00 Col3 82 8.11 0.00 0.00 0.00 Col3 83 9.60 0.00 0.00 0.00 Col3 84 7.64 0.00 0.00 0.00 Col3 85 4.73 0.00 -5.03 -5.03 Col3 86 4.73 0.00 5.55 5.55 Col3 87 -2.93 2.33 -5.03 -5.03 Col3 88 -2.93 2.33 5.55 5.55 Col3 89 0.40 0.06 -5.03 -5.03 Col3 90 -1.52 0.00 -5.03 -5.03 Col3 91 0.40 0.06 5.55 5.55 Col3 92 -1.52 0.00 5.55 5.55 Col3 93 12.15 0.00 0.00 0.00 Col3 94 4.34 3.28 0.00 0.00 Col4 1 1.49 0.00 0.00 0.00 Col4 2 4.03 0.00 0.00 0.00 Col4 3 3.72 0.00 0.00 0.00 Col4 4 4.68 0.00 0.00 0.00 Col4 5 3.40 0.00 0.00 0.00 Col4 6 3.16 0.00 0.00 0.00 Col4 7 -0.02 0.00 -2.56 -2.56 Col4 8 -0.02 0.00 2.94 2.94 Col4 9 -0.84 0.00 -2.56 -2.56 Col4 10 -0.84 0.00 2.94 2.94 Col4 11 0.57 0.00 -2.56 -2.56 Col4 12 0.57 0.00 2.94 2.94 Col4 13 -0.24 0.00 -2.56 -2.56 Col4 14 -0.24 0.00 2.94 2.94 Col4 15 -0.03 0.00 -2.56 -2.56 Col4 16 -0.90 0.00 -2.56 -2.56 Col4 17 -0.03 0.00 2.94 2.94 Col4 18 -0.90 0.00 2.94 2.94 Col4 19 2.55 0.00 -1.92 -1.92 Col4 20 2.55 0.00 2.21 2.21 Col4 21 1.94 0.00 -1.92 -1.92 Col4 22 1.94 0.00 2.21 2.21 Col4 23 2.99 0.00 -1.92 -1.92 Col4 24 2.99 0.00 2.21 2.21 Col4 25 2.39 0.00 -1.92 -1.92 Col4 26 2.39 0.00 2.21 2.21 Col4 27 2.54 0.00 -1.92 -1.92 Col4 28 1.89 0.00 -1.92 -1.92 Col4 29 2.54 0.00 2.21 2.21 Page 89 Of 198 Col4 30 1.89 0.00 2.21 2.21 Col4 31 2.31 0.00 -1.92 -1.92 Col4 32 2.31 0.00 2.21 2.21 Col4 33 1.70 0.00 -1.92 -1.92 Col4 34 1.70 0.00 2.21 2.21 Col4 35 2.76 0.00 -1.92 -1.92 Col4 36 2.76 0.00 2.21 2.21 Col4 37 2.15 0.00 -1.92 -1.92 Col4 38 2.15 0.00 2.21 2.21 Col4 39 2.30 0.00 -1.92 -1.92 Col4 40 1.66 0.00 -1.92 -1.92 Col4 41 2.30 0.00 2.21 2.21 Col4 42 1.66 0.00 2.21 2.21 Col4 43 -0.47 0.00 -2.56 -2.56 Col4 44 -0.47 0.00 2.94 2.94 Col4 45 -1.28 0.00 -2.56 -2.56 Col4 46 -1.28 0.00 2.94 2.94 Col4 47 0.13 0.00 -2.56 -2.56 Col4 48 0.13 0.00 2.94 2.94 Col4 49 -0.69 0.00 -2.56 -2.56 Col4 50 -0.69 0.00 2.94 2.94 Col4 51 -0.48 0.00 -2.56 -2.56 Col4 52 -1.34 0.00 -2.56 -2.56 Col4 53 -0.48 0.00 2.94 2.94 Col4 54 -1.34 0.00 2.94 2.94 Col4 55 1.71 0.00 0.00 0.00 Col4 56 1.74 0.00 0.00 0.00 Col4 57 1.65 0.00 0.00 0.00 Col4 58 1.67 0.00 0.00 0.00 Col4 59 0.49 0.00 0.00 0.00 Col4 60 0.52 0.00 0.00 0.00 Col4 61 2.55 0.00 0.00 0.00 Col4 62 2.99 0.00 0.00 0.00 Col4 63 1.94 0.00 0.00 0.00 Col4 64 2.39 0.00 0.00 0.00 Col4 65 2.54 0.00 0.00 0.00 Col4 66 1.89 0.00 0.00 0.00 Col4 67 2.31 0.00 0.00 0.00 Col4 68 2.76 0.00 0.00 0.00 Col4 69 1.70 0.00 0.00 0.00 Col4 70 2.15 0.00 0.00 0.00 Col4 71 2.30 0.00 0.00 0.00 Col4 72 1.66 0.00 0.00 0.00 Col4 73 -0.47 0.00 0.00 0.00 Col4 74 0.13 0.00 0.00 0.00 Col4 75 -1.28 0.00 0.00 0.00 Col4 76 -0.69 0.00 0.00 0.00 Col4 77 -0.48 0.00 0.00 0.00 Col4 78 -1.34 0.00 0.00 0.00 Col4 79 2.51 0.00 0.00 0.00 Col4 80 3.67 0.00 0.00 0.00 Col4 81 2.65 0.00 0.00 0.00 Col4 82 3.81 0.00 0.00 0.00 Col4 83 3.67 0.00 0.00 0.00 Col4 84 2.51 0.00 0.00 0.00 Col4 85 0.95 0.00 -2.56 -2.56 Col4 86 0.95 0.00 2.94 2.94 Col4 87 0.14 0.00 -2.56 -2.56 Col4 88 0.14 0.00 2.94 2.94 Col4 89 0.35 0.00 -2.56 -2.56 Page 90 Of 198 Col4 90 -0.51 0.00 -2.56 -2.56 Col4 91 0.35 0.00 2.94 2.94 Col4 92 -0.51 0.00 2.94 2.94 Col4 93 3.32 0.00 0.00 0.00 Col4 94 3.34 0.00 0.00 0.00 COLUMN DEFLECTIONS: ------------------- Load Deflection(in) Id Id Calc Limit ----- ---- ------ ------ Col1 95 0.00 3.27 Col1 96 0.00 3.27 Col1 97 0.00 3.27 Col1 98 0.00 3.27 Col1 99 0.00 3.27 Col1 100 0.00 3.27 Col1 101 0.00 3.27 Col1 102 0.00 3.27 Col1 103 0.00 3.27 Col1 104 0.00 3.27 Col1 105 0.00 3.27 Col1 106 0.00 3.27 Col1 107 0.00 3.27 Col1 108 -1.23 3.27 Col1 109 1.41 3.27 Col1 110 0.00 3.27 Col1 111 0.00 3.27 Col1 112 0.00 3.27 Col1 113 0.00 3.27 Col1 114 0.00 3.27 Col1 115 0.00 3.27 Col1 116 0.00 3.27 Col1 117 0.00 3.27 Col1 118 0.00 3.27 Col2 95 0.00 3.32 Col2 96 0.00 3.32 Col2 97 0.00 3.32 Col2 98 0.00 3.32 Col2 99 0.00 3.32 Col2 100 0.00 3.32 Col2 101 0.00 3.32 Col2 102 0.00 3.32 Col2 103 0.00 3.32 Col2 104 0.00 3.32 Col2 105 0.00 3.32 Col2 106 0.00 3.32 Col2 107 0.00 3.32 Col2 108 -1.91 3.32 Col2 109 2.10 3.32 Col2 110 0.00 3.32 Col2 111 0.00 3.32 Col2 112 0.00 3.32 Col2 113 0.00 3.32 Col2 114 0.00 3.32 Col2 115 0.00 3.32 Col2 116 0.00 3.32 Col2 117 0.00 3.32 Col2 118 0.00 3.32 Col3 95 0.00 3.32 Page 91 Of 198 Col3 96 0.00 3.32 Col3 97 0.00 3.32 Col3 98 0.00 3.32 Col3 99 0.00 3.32 Col3 100 0.00 3.32 Col3 101 0.00 3.32 Col3 102 0.00 3.32 Col3 103 0.00 3.32 Col3 104 0.00 3.32 Col3 105 0.00 3.32 Col3 106 0.00 3.32 Col3 107 0.00 3.32 Col3 108 -1.91 3.32 Col3 109 2.10 3.32 Col3 110 0.00 3.32 Col3 111 0.00 3.32 Col3 112 0.00 3.32 Col3 113 0.00 3.32 Col3 114 0.00 3.32 Col3 115 0.00 3.32 Col3 116 0.00 3.32 Col3 117 0.00 3.32 Col3 118 0.00 3.32 Col4 95 0.00 3.27 Col4 96 0.00 3.27 Col4 97 0.00 3.27 Col4 98 0.00 3.27 Col4 99 0.00 3.27 Col4 100 0.00 3.27 Col4 101 0.00 3.27 Col4 102 0.00 3.27 Col4 103 0.00 3.27 Col4 104 0.00 3.27 Col4 105 0.00 3.27 Col4 106 0.00 3.27 Col4 107 0.00 3.27 Col4 108 -1.23 3.27 Col4 109 1.41 3.27 Col4 110 0.00 3.27 Col4 111 0.00 3.27 Col4 112 0.00 3.27 Col4 113 0.00 3.27 Col4 114 0.00 3.27 Col4 115 0.00 3.27 Col4 116 0.00 3.27 Col4 117 0.00 3.27 Col4 118 0.00 3.27 RAFTER DEFLECTIONS: ------------------- Load Deflection(in) Id Id Calc Limit ----- ---- ------ ------ Raf1 95 -0.32 1.82 Raf1 96 -1.10 1.82 Raf1 97 -1.00 1.82 Raf1 98 -1.30 1.82 Raf1 99 -0.78 1.82 Raf1 100 -0.69 1.82 Raf1 101 -0.98 1.82 Page 92 Of 198 Raf1 102 0.28 1.82 Raf1 103 0.06 1.82 Raf1 104 0.14 1.82 Raf1 105 -0.08 1.82 Raf1 106 0.29 1.82 Raf1 107 0.06 1.82 Raf1 108 -0.20 1.82 Raf1 109 -0.20 1.82 Raf1 110 -0.38 1.82 Raf1 111 -0.37 1.82 Raf1 112 -0.88 1.82 Raf1 113 -0.87 1.82 Raf1 114 -0.10 1.82 Raf1 115 -0.10 1.82 Raf1 116 0.03 1.87 Raf1 117 0.03 1.87 Raf1 118 -0.20 1.82 Raf2 95 -0.32 1.82 Raf2 96 -1.10 1.82 Raf2 97 -1.00 1.82 Raf2 98 -1.30 1.82 Raf2 99 -0.78 1.82 Raf2 100 -0.69 1.82 Raf2 101 -0.98 1.82 Raf2 102 0.06 1.82 Raf2 103 0.28 1.82 Raf2 104 -0.08 1.82 Raf2 105 0.14 1.82 Raf2 106 0.06 1.82 Raf2 107 0.29 1.82 Raf2 108 -0.20 1.82 Raf2 109 -0.20 1.82 Raf2 110 -0.37 1.82 Raf2 111 -0.38 1.82 Raf2 112 -0.87 1.82 Raf2 113 -0.88 1.82 Raf2 114 -0.10 1.82 Raf2 115 -0.10 1.82 Raf2 116 0.03 1.87 Raf2 117 0.03 1.87 Raf2 118 -0.20 1.82 UNBRACED LENGTH: ---------------- Major Minor ----KL/R---- Id (ft) (ft) Major Minor ------ ------ ------ ----- ----- Col1 32.7 7.5 85 120 Col2 33.2 7.5 93 68 Col3 33.2 7.5 93 68 Col4 32.7 7.5 85 120 ------ ------ ------ ----- ----- Raf1 28.0 5.3 98 52 Raf2 28.0 5.3 98 52 LOAD COMBINATIONS: ------------------ Strength Combinations Page 93 Of 198 1 - Dead+Collateral 2 - Dead+Collateral+Live 3 - Dead+Collateral+Snow 4 - Dead+Collateral+MIN_SNOW 5 - Dead+Collateral+0.75Live 6 - Dead+Collateral+0.75Snow 7 - Dead+0.6Wind_Left1+0.6Wind_Pressure 8 - Dead+0.6Wind_Left1+0.6Wind_Suction 9 - Dead+0.6Wind_Right1+0.6Wind_Pressure 10 - Dead+0.6Wind_Right1+0.6Wind_Suction 11 - Dead+0.6Wind_Left2+0.6Wind_Pressure 12 - Dead+0.6Wind_Left2+0.6Wind_Suction 13 - Dead+0.6Wind_Right2+0.6Wind_Pressure 14 - Dead+0.6Wind_Right2+0.6Wind_Suction 15 - Dead+0.6Wind_Pressure+0.6Wind_Long1 16 - Dead+0.6Wind_Pressure+0.6Wind_Long2 17 - Dead+0.6Wind_Suction+0.6Wind_Long1 18 - Dead+0.6Wind_Suction+0.6Wind_Long2 19 - Dead+Collateral+0.75Live+0.45Wind_Left1+0.45Wind_Pressure 20 - Dead+Collateral+0.75Live+0.45Wind_Left1+0.45Wind_Suction 21 - Dead+Collateral+0.75Live+0.45Wind_Right1+0.45Wind_Pressure 22 - Dead+Collateral+0.75Live+0.45Wind_Right1+0.45Wind_Suction 23 - Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Pressure 24 - Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Suction 25 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Pressure 26 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction 27 - Dead+Collateral+0.75Live+0.45Wind_Pressure+0.45Wind_Long1 28 - Dead+Collateral+0.75Live+0.45Wind_Pressure+0.45Wind_Long2 29 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long1 30 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long2 31 - Dead+Collateral+0.75Snow+0.45Wind_Left1+0.45Wind_Pressure 32 - Dead+Collateral+0.75Snow+0.45Wind_Left1+0.45Wind_Suction 33 - Dead+Collateral+0.75Snow+0.45Wind_Right1+0.45Wind_Pressure 34 - Dead+Collateral+0.75Snow+0.45Wind_Right1+0.45Wind_Suction 35 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.45Wind_Pressure 36 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.45Wind_Suction 37 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Pressure 38 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Suction 39 - Dead+Collateral+0.75Snow+0.45Wind_Pressure+0.45Wind_Long1 40 - Dead+Collateral+0.75Snow+0.45Wind_Pressure+0.45Wind_Long2 41 - Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Long1 42 - Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Long2 43 - 0.6Dead+0.6Wind_Left1+0.6Wind_Pressure 44 - 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 45 - 0.6Dead+0.6Wind_Right1+0.6Wind_Pressure 46 - 0.6Dead+0.6Wind_Right1+0.6Wind_Suction 47 - 0.6Dead+0.6Wind_Left2+0.6Wind_Pressure 48 - 0.6Dead+0.6Wind_Left2+0.6Wind_Suction 49 - 0.6Dead+0.6Wind_Right2+0.6Wind_Pressure 50 - 0.6Dead+0.6Wind_Right2+0.6Wind_Suction 51 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Long1 52 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2 53 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long1 54 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 55 - 1.15Dead+1.15Collateral+0.7Seismic_L 56 - 1.15Dead+1.15Collateral+0.7Seismic_R 57 - 1.11Dead+1.11Collateral+0.52Seismic_L 58 - 1.11Dead+1.11Collateral+0.52Seismic_R 59 - 0.45Dead+0.7Seismic_L 60 - 0.45Dead+0.7Seismic_R Page 94 Of 198 61 - Dead+Collateral+0.75Live+0.45Wind_Left1 62 - Dead+Collateral+0.75Live+0.45Wind_Left2 63 - Dead+Collateral+0.75Live+0.45Wind_Right1 64 - Dead+Collateral+0.75Live+0.45Wind_Right2 65 - Dead+Collateral+0.75Live+0.45Wind_Long1 66 - Dead+Collateral+0.75Live+0.45Wind_Long2 67 - Dead+Collateral+0.75Snow+0.45Wind_Left1 68 - Dead+Collateral+0.75Snow+0.45Wind_Left2 69 - Dead+Collateral+0.75Snow+0.45Wind_Right1 70 - Dead+Collateral+0.75Snow+0.45Wind_Right2 71 - Dead+Collateral+0.75Snow+0.45Wind_Long1 72 - Dead+Collateral+0.75Snow+0.45Wind_Long2 73 - 0.6Dead+0.6Wind_Left1 74 - 0.6Dead+0.6Wind_Left2 75 - 0.6Dead+0.6Wind_Right1 76 - 0.6Dead+0.6Wind_Right2 77 - 0.6Dead+0.6Wind_Long1 78 - 0.6Dead+0.6Wind_Long2 79 - Dead+Collateral+Snow/2+E1PAT_SL_3 80 - Dead+Collateral+Snow/2+E1PAT_SL_4 81 - Dead+Collateral+Snow/2+E1PAT_SL_1 82 - Dead+Collateral+Snow/2+E1PAT_SL_2 83 - Dead+Collateral+Snow-E1PAT_SL_1 84 - Dead+Collateral+Snow-E1PAT_SL_2 85 - Dead+Collateral+0.6Wind_Left2+0.6Wind_Pressure 86 - Dead+Collateral+0.6Wind_Left2+0.6Wind_Suction 87 - Dead+Collateral+0.6Wind_Right2+0.6Wind_Pressure 88 - Dead+Collateral+0.6Wind_Right2+0.6Wind_Suction 89 - Dead+Collateral+0.6Wind_Pressure+0.6Wind_Long1 90 - Dead+Collateral+0.6Wind_Pressure+0.6Wind_Long2 91 - Dead+Collateral+0.6Wind_Suction+0.6Wind_Long1 92 - Dead+Collateral+0.6Wind_Suction+0.6Wind_Long2 93 - 1.11Dead+1.11Collateral+0.75Snow+0.52Seismic_L 94 - 1.11Dead+1.11Collateral+0.75Snow+0.52Seismic_R Deflection Combinations 95 - Dead+Collateral 96 - Dead+Collateral+Live 97 - Dead+Collateral+Snow 98 - Dead+Collateral+MIN_SNOW 99 - Live 100 - Snow 101 - MIN_SNOW 102 - Dead+0.47Wind_Left1 103 - Dead+0.47Wind_Right1 104 - Dead+0.47Wind_Left2 105 - Dead+0.47Wind_Right2 106 - Dead+0.47Wind_Long1 107 - Dead+0.47Wind_Long2 108 - Dead+0.47Wind_Pressure 109 - Dead+0.47Wind_Suction 110 - 1.15Dead+1.15Collateral+0.7Seismic_L 111 - 1.15Dead+1.15Collateral+0.7Seismic_R 112 - 1.11Dead+1.11Collateral+0.75Snow+0.52Seismic_L 113 - 1.11Dead+1.11Collateral+0.75Snow+0.52Seismic_R 114 - 0.45Dead+0.7Seismic_L 115 - 0.45Dead+0.7Seismic_R 116 - Seismic_L 117 - Seismic_R 118 - Dead Page 95 Of 198 ================================================================================ U20H0626A Wall 1 - Column Flange Brace 5/20/21 10:06am ================================================================================ COLUMN FLANGE BRACES: --------------------- Column Brace_At Id Side Part Girt_Id ----- ------ -------- ---------- Col1 R L2525105 1 2 3 4 Col2 R L2525105 2 3 Col3 R L2525105 2 3 Col4 L L2525105 1 2 3 4 ================================================================================ U20H0626A Wall 1 - Rafter Splice Design 5/20/21 10:06am ================================================================================ DESIGN CONSTANTS: ----------------- Plate Yield = 55.00(ksi ) Bolt Type = A325 Bolt Shear Stress = 27.00(ksi ) Bolt Tension Stress = 45.00(ksi ) PLATE SIZE: ----------- -Surface- Rafter ---Plate--- ---------------Bolts--------------- Id Type Id Locate Depth Width Thick Dia Gage RowT SpaceT RowB SpaceB ------ ---- -- ------ ------ ----- ----- ----- ----- ---- ------ ---- ------ Spl1 FF 3 0.0 8.14 6.00 0.375 0.500 3.00 1 0.00 1 0.00 PLATE REACTIONS: ---------------- Load Axial Shear Moment Id Side Id (k ) (k ) (f-k ) ------ ---- ---- ----- ----- ------ Spl1 Top 43 0.84 0.09 2.34 Bot 4 0.00 0.01 -7.97 WELDS: ------ -Top_Flange_To_Plate- -Bot_Flange_To_Plate- -----Web_To_Plate---- Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ------ ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Spl1 0.188 F1 0.71 4.18 0.188 F1 2.44 4.18 0.188 F1 0.01 2.78 LOAD COMBINATIONS: ------------------ 4 - Dead+Collateral+MIN_SNOW 43 - 0.6Dead+0.6Wind_Left1+0.6Wind_Pressure ================================================================================ U20H0626A Wall 1 - Base Plate Design 5/20/21 10:06am ================================================================================ DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00(ksi ) Page 96 Of 198 Concrete Bearing = 1.10(ksi ) Bolt Type = GR36 Bolt Shear Stress = 13.05(ksi ) Bolt Tension Stress = 21.75(ksi ) BASE SIZE: ---------- -----Base(in)---- --Plate_Size(in)-- ------Bolts(in)------ Req Req Id Type Depth Elev Width Thick Length Dia Row Space Gage Thick Dia ----- ---- ----- ----- ----- ----- ------ ----- --- ----- ----- ----- ----- Col1 S3 11.90 0.0 8.00 0.375 12.25 0.750 2 3.00 3.00 0.141 0.264 Col2 S3 10.20 0.0 8.00 0.375 10.50 0.750 2 3.00 3.00 0.307 0.378 Col3 S3 10.20 0.0 8.00 0.375 10.50 0.750 2 3.00 3.00 0.307 0.378 Col4 S3 11.90 0.0 8.00 0.375 12.25 0.750 2 3.00 3.00 0.141 0.264 S3 - Welded Plate BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension --Max_Comp- Tens Shear -Max_Shear- Shear Tens Id Load Fy(k ) Load Fy(k ) Fx(k ) Load Fx(k ) Load Fx(k ) Fy(k ) ------ ---- ------ ---- ------ ------ ---- ------ ---- ------ ------ Col1 4 4.68 53 -1.34 2.94 8 2.94 53 2.94 -1.34 Col2 94 12.15 44 -6.41 6.02 48 6.02 48 6.02 -4.92 Col3 93 12.15 46 -6.41 6.02 14 6.02 46 6.02 -6.41 Col4 4 4.68 54 -1.34 2.94 8 2.94 54 2.94 -1.34 WELDS: ------ -Top_Flange_To_Plate- -Bot_Flange_To_Plate- -----Web_To_Plate---- Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ------ ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Col1 0.188 F1 0.17 4.18 0.188 F1 0.17 4.18 0.188 F1 0.26 2.78 Col2 0.188 F1 0.56 4.18 0.188 F1 0.56 4.18 0.188 F1 0.63 2.78 Col3 0.188 F1 0.56 4.18 0.188 F1 0.56 4.18 0.188 F1 0.63 2.78 Col4 0.188 F1 0.17 4.18 0.188 F1 0.17 4.18 0.188 F1 0.26 2.78 LOAD COMBINATIONS: ------------------ 4 - Dead+Collateral+MIN_SNOW 8 - Dead+0.6Wind_Left1+0.6Wind_Suction 14 - Dead+0.6Wind_Right2+0.6Wind_Suction 44 - 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 46 - 0.6Dead+0.6Wind_Right1+0.6Wind_Suction 48 - 0.6Dead+0.6Wind_Left2+0.6Wind_Suction 53 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long1 54 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 93 - 1.11Dead+1.11Collateral+0.75Snow+0.52Seismic_L 94 - 1.11Dead+1.11Collateral+0.75Snow+0.52Seismic_R ================================================================================ U20H0626A Wall 1 - Column Connection Design 5/20/21 10:06am ================================================================================ Page 97 Of 198 DESIGN CONSTANTS: ----------------- Plate Yield = 55.00(ksi ) Bolt Shear Stress = 27.00(ksi ) Bolt Tension Stress = 45.00(ksi ) CONNECTION SIZE: --------------- Col Plate_Size(in) ---------------Bolts(in)--------------- Id Locate Type Depth Width Thick Type Dia Row1 Row2 Space Gage DtBolt ------ ------ ---- ----- ----- ----- ----- ----- ---- ---- ----- ---- ------ Col1 Cap S3 11.90 5.00 0.313 A325 0.500 2 2 3.00 3.00 3 Col2 Cap S3 10.20 6.00 0.313 A325 0.500 2 2 3.00 3.00 3 Col3 Cap S3 10.20 6.00 0.313 A325 0.500 2 2 3.00 3.00 3 Col4 Cap S3 11.90 5.00 0.313 A325 0.500 2 2 3.00 3.00 3 S3 - Welded plate CONNECTION DESIGN: ------------------ -------------Column_Reactions(k )------------- ---Max_Comp--- --Max_Tension- ---Max_Shear-- Req --Thick_Req- Id Locate Ld Axial Shear Ld Axial Shear Ld Axial Shear Dia Plate Column ------ ------ -- ----- ----- -- ----- ----- -- ----- ----- ----- ----- ------ Col1 Cap 4 4.22 0.00 53 -1.61 2.94 8 -1.29 2.94 0.183 0.154 Col2 Cap 94 11.34 0.00 44 -4.08 5.55 8 -3.39 5.55 0.252 0.245 Col3 Cap 93 11.34 0.00 46 -4.08 5.55 8 1.49 5.55 0.252 0.245 Col4 Cap 4 4.22 0.00 54 -1.61 2.94 8 -0.48 2.94 0.183 0.154 WELDS: ------ -Top_Flange_To_Plate- -Bot_Flange_To_Plate- -----Web_To_Plate---- Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ------ ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Col1 0.188 F1 0.20 4.18 0.188 F1 0.20 4.18 0.188 F1 0.26 2.78 Col2 0.000 -- 0.35 0.00 0.000 -- 0.35 0.00 0.188 F1 0.59 2.78 Col3 0.000 -- 0.35 0.00 0.000 -- 0.35 0.00 0.188 F1 0.59 2.78 Col4 0.188 F1 0.20 4.18 0.188 F1 0.20 4.18 0.188 F1 0.26 2.78 LOAD COMBINATIONS: ------------------ 4 - Dead+Collateral+MIN_SNOW 8 - Dead+0.6Wind_Left1+0.6Wind_Suction 44 - 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 46 - 0.6Dead+0.6Wind_Right1+0.6Wind_Suction 53 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long1 54 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 93 - 1.11Dead+1.11Collateral+0.75Snow+0.52Seismic_L 94 - 1.11Dead+1.11Collateral+0.75Snow+0.52Seismic_R ================================================================================ U20H0626A Wall 1 - Bypass Girt Layout 5/20/21 10:06am ================================================================================ GIRT LAYOUT: Page 98 Of 198 ------------ Des Bay Bay_Offset Design ---Extend-- ----Max_Load--- Locate Id Id Part Start End Length Left Right Weight Id UC Report Rot ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 7.50 1 1 08Z089 0.00 28.00 27.67 0.00 2.44 128.2 WS 0.93 Moment D 2 08Z067 0.00 28.00 28.00 2.44 2.44 105.4 WP 0.88 Moment D 3 08Z089 0.00 28.00 27.67 2.44 0.00 128.2 WS 0.93 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 14.08 2 1 08Z089 0.00 28.00 27.67 0.00 2.44 128.2 WS 0.88 Moment D 2 08Z060 0.00 28.00 28.00 2.44 2.44 94.4 WP 0.95 Moment D 3 08Z089 0.00 28.00 27.67 2.44 0.00 128.2 WS 0.88 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 20.67 3 1 08Z089 0.00 28.00 27.67 0.00 2.44 128.2 WS 0.88 Moment D 2 08Z060 0.00 28.00 28.00 2.44 2.44 94.4 WP 0.95 Moment D 3 08Z089 0.00 28.00 27.67 2.44 0.00 128.2 WS 0.88 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 27.25 4 1 08Z089 0.00 28.00 27.67 0.00 2.44 128.2 WS 0.92 Moment D 2 08Z060 0.00 28.00 28.00 2.44 2.44 94.4 WP 1.01 Moment D 3 08Z089 0.00 28.00 27.67 2.44 0.00 128.2 WS 0.92 Moment D WP - 0.6Wind_Pressure WS - 0.6Wind_Suction GIRT INSIDE FLANGE BRACE: ------------------------- No._Brace/Bay 1 2 3 --- --- --- 0 0 0 ================================================================================ U20H0626A Wall 1 - Girt Design 1 (Locate 7.50) 5/20/21 10:06am ================================================================================ GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z089 7.5000 27.67 2.44 7.04 0 128.2 0.00 0.70 2 08Z067 7.5000 28.00 2.44 2.44 7.04 0 105.4 0.00 0.70 3 08Z089 7.5000 27.67 2.44 7.04 0 128.2 0.00 0.70 ------ 361.9 LOAD ID - 0.6Wind_Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.84 -1.11 -1.29 0.00 -4.55 10.87 3.40 6.32 2 1.08 0.89 -0.89 -1.08 6.32 3.92 -1.23 14.00 3.92 6.32 3 1.29 1.11 -0.84 6.32 3.39 -4.55 16.80 0.00 Page 99 Of 198 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -1.11 8.5 0.13 MidS -4.55 7.19 0.63 LLap 0.50 -1.44 2 LLap 0.89 3.6 0.25 LLap 3.92 4.48 0.88 LLap 0.76 -0.03 3 LLap 1.11 8.5 0.13 MidS -4.55 7.19 0.63 RLap 0.50 -1.44 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 27.7 1.0 1.0 1.0 3.5 2.4 1.00 1.00 1.00 1.73 1.24 1.00 1.00 1.00 0.00 0.54 2 28.0 2.4 5.9 1.0 5.9 2.4 1.19 1.85 1.00 1.85 1.19 0.62 0.00 1.00 0.00 0.62 3 27.7 2.4 3.6 1.0 1.0 1.0 1.24 1.76 1.00 1.00 1.00 0.54-0.02 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.74 2.65 2.80 0.28 2 0.56 2.65 2.11 0.26 0.56 2.65 2.11 0.26 3 0.74 2.65 2.80 0.28 LOAD ID - 0.6Wind_Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.96 1.23 1.44 0.00 5.12 11.11 -3.76 -7.01 2 -1.19 -0.98 0.98 1.19 -7.01 -4.36 1.32 14.00 -4.36 -7.01 3 -1.44 -1.23 0.96 -7.01 -3.76 5.12 16.56 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 1.23 8.5 0.14 MidS 5.12 5.49 0.93 LLap 0.57 1.62 2 LLap -0.98 3.6 0.27 LLap -4.36 5.16 0.85 LLap 0.85 0.01 3 LLap -1.23 8.5 0.14 MidS 5.12 5.49 0.93 RLap 0.57 1.62 UNBRACE LENGTHS --------------- Page 100 Of 198 Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 27.7 21.7 21.7 21.7 1.0 1.0 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 28.0 1.0 1.0 11.1 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 27.7 1.0 1.0 13.0 3.3 5.3 1.00 1.00 1.20 1.09 1.52 1.00 1.00 0.01 0.78 0.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.82 2.65 2.80 0.31 2 0.62 2.65 2.11 0.29 0.62 2.65 2.11 0.29 3 0.82 2.65 2.80 0.31 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -1.14 3.69 1.26 3.69 2 0.02 3.73 -0.02 3.73 3 -1.25 3.69 1.37 3.69 ================================================================================ U20H0626A Wall 1 - Girt Design 2 (Locate 14.08) 5/20/21 10:06am ================================================================================ GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z089 14.0833 27.67 2.44 6.58 0 128.2 0.00 0.70 2 08Z060 14.0833 28.00 2.44 2.44 6.58 0 94.4 0.00 0.70 3 08Z089 14.0833 27.67 2.44 6.58 0 128.2 0.00 0.70 ------ 350.8 LOAD ID - 0.6Wind_Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 101 Of 198 --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.78 -1.03 -1.21 0.00 -4.27 10.89 3.13 5.86 2 1.01 0.83 -0.83 -1.01 5.86 3.62 -1.20 14.00 3.62 5.86 3 1.21 1.03 -0.78 5.86 3.13 -4.27 16.77 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -1.03 8.5 0.12 MidS -4.27 7.19 0.59 LLap 0.47 -1.36 2 LLap 0.83 2.6 0.32 LLap 3.62 3.82 0.95 LLap 0.82 -0.07 3 LLap 1.03 8.5 0.12 MidS -4.27 7.19 0.59 RLap 0.47 -1.36 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 27.7 1.0 1.0 1.0 3.4 2.4 1.00 1.00 1.00 1.73 1.24 1.00 1.00 1.00 0.00 0.53 2 28.0 2.4 5.8 1.0 5.8 2.4 1.19 1.84 1.00 1.84 1.19 0.62 0.00 1.00 0.00 0.62 3 27.7 2.4 3.4 1.0 1.0 1.0 1.24 1.73 1.00 1.00 1.00 0.53 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.72 2.65 2.80 0.27 2 0.49 2.65 1.89 0.26 0.49 2.65 1.89 0.26 3 0.72 2.65 2.80 0.27 LOAD ID - 0.6Wind_Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.90 1.15 1.34 0.00 4.81 11.13 -3.46 -6.49 2 -1.11 -0.92 0.92 1.11 -6.49 -4.02 1.29 14.00 -4.02 -6.49 3 -1.34 -1.15 0.90 -6.49 -3.46 4.81 16.53 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 1.15 8.5 0.13 MidS 4.81 5.49 0.88 LLap 0.54 1.53 2 LLap -0.92 2.6 0.35 LLap -4.02 4.56 0.88 LLap 0.91 0.06 Page 102 Of 198 3 LLap -1.15 8.5 0.13 MidS 4.81 5.49 0.88 RLap 0.54 1.53 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 27.7 21.7 21.7 21.7 1.0 1.0 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 28.0 1.0 1.0 11.4 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 27.7 1.0 1.0 21.7 21.7 21.7 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.79 2.65 2.80 0.30 2 0.54 2.65 1.89 0.29 0.54 2.65 1.89 0.29 3 0.79 2.65 2.80 0.30 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -1.06 3.69 1.17 3.69 2 -0.06 3.73 0.06 3.73 3 -1.06 3.69 1.17 3.69 ================================================================================ U20H0626A Wall 1 - Girt Design 3 (Locate 20.67) 5/20/21 10:06am ================================================================================ GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z089 20.6667 27.67 2.44 6.58 0 128.2 0.00 0.70 2 08Z060 20.6667 28.00 2.44 2.44 6.58 0 94.4 0.00 0.70 3 08Z089 20.6667 27.67 2.44 6.58 0 128.2 0.00 0.70 ------ 350.8 LOAD ID - 0.6Wind_Pressure: --------------------------------------- Page 103 Of 198 GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.78 -1.03 -1.21 0.00 -4.27 10.89 3.13 5.86 2 1.01 0.83 -0.83 -1.01 5.86 3.62 -1.20 14.00 3.62 5.86 3 1.21 1.03 -0.78 5.86 3.13 -4.27 16.77 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -1.03 8.5 0.12 MidS -4.27 7.19 0.59 LLap 0.47 -1.36 2 LLap 0.83 2.6 0.32 LLap 3.62 3.82 0.95 LLap 0.82 -0.07 3 LLap 1.03 8.5 0.12 MidS -4.27 7.19 0.59 RLap 0.47 -1.36 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 27.7 1.0 1.0 1.0 3.4 2.4 1.00 1.00 1.00 1.73 1.24 1.00 1.00 1.00 0.00 0.53 2 28.0 2.4 5.8 1.0 5.8 2.4 1.19 1.84 1.00 1.84 1.19 0.62 0.00 1.00 0.00 0.62 3 27.7 2.4 3.4 1.0 1.0 1.0 1.24 1.73 1.00 1.00 1.00 0.53 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.72 2.65 2.80 0.27 2 0.49 2.65 1.89 0.26 0.49 2.65 1.89 0.26 3 0.72 2.65 2.80 0.27 LOAD ID - 0.6Wind_Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.90 1.15 1.34 0.00 4.81 11.13 -3.46 -6.49 2 -1.11 -0.92 0.92 1.11 -6.49 -4.02 1.29 14.00 -4.02 -6.49 3 -1.34 -1.15 0.90 -6.49 -3.46 4.81 16.53 0.00 STRENGTH/DEFLECTION: Page 104 Of 198 Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 1.15 8.5 0.13 MidS 4.81 5.49 0.88 LLap 0.54 1.53 2 LLap -0.92 2.6 0.35 LLap -4.02 4.56 0.88 LLap 0.91 0.06 3 LLap -1.15 8.5 0.13 MidS 4.81 5.49 0.88 RLap 0.54 1.53 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 27.7 21.7 21.7 21.7 1.0 1.0 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 28.0 1.0 1.0 11.4 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 27.7 1.0 1.0 21.7 21.7 21.7 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.79 2.65 2.80 0.30 2 0.54 2.65 1.89 0.29 0.54 2.65 1.89 0.29 3 0.79 2.65 2.80 0.30 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -1.06 3.69 1.17 3.69 2 -0.06 3.73 0.06 3.73 3 -1.06 3.69 1.17 3.69 ================================================================================ U20H0626A Wall 1 - Girt Design 4 (Locate 27.25) 5/20/21 10:06am ================================================================================ GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z089 27.2500 27.67 2.44 6.96 0 128.2 0.00 0.70 2 08Z060 27.2500 28.00 2.44 2.44 7.10 0 94.4 0.00 0.70 3 08Z089 27.2500 27.67 2.44 6.96 0 128.2 0.00 0.70 ------ Page 105 Of 198 350.8 LOAD ID - 0.6Wind_Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.83 -1.09 -1.28 0.00 -4.48 10.86 3.38 6.27 2 1.09 0.90 -0.90 -1.09 6.27 3.85 -1.35 14.00 3.85 6.27 3 1.28 1.09 -0.83 6.27 3.38 -4.48 16.81 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -1.09 8.5 0.13 MidS -4.48 7.19 0.62 LLap 0.50 -1.42 2 LLap 0.90 2.6 0.34 LLap 3.85 3.83 1.01 LLap 0.88 -0.12 3 LLap 1.09 8.5 0.13 MidS -4.48 7.19 0.62 RLap 0.50 -1.42 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 27.7 1.0 1.0 1.0 3.5 2.4 1.00 1.00 1.00 1.74 1.24 1.00 1.00 1.00 0.00 0.54 2 28.0 2.4 5.7 1.0 5.7 2.4 1.19 1.84 1.00 1.84 1.19 0.61 0.00 1.00 0.00 0.61 3 27.7 2.4 3.5 1.0 1.0 1.0 1.24 1.74 1.00 1.00 1.00 0.54 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.77 2.65 2.80 0.29 2 0.52 2.65 1.89 0.28 0.52 2.65 1.89 0.28 3 0.77 2.65 2.80 0.29 LOAD ID - 0.6Wind_Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- Page 106 Of 198 1 -0.95 1.21 1.42 0.00 5.04 11.10 -3.74 -6.95 2 -1.20 -0.99 0.99 1.20 -6.95 -4.28 1.45 14.00 -4.28 -6.95 3 -1.42 -1.21 0.95 -6.95 -3.74 5.04 16.57 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 1.21 8.5 0.14 MidS 5.04 5.49 0.92 LLap 0.57 1.60 2 LLap -0.99 2.6 0.38 LLap -4.28 4.56 0.94 LLap 0.97 0.10 3 LLap -1.21 8.5 0.14 MidS 5.04 5.49 0.92 RLap 0.57 1.60 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 27.7 21.7 21.7 21.7 1.0 1.0 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 28.0 1.0 1.0 11.6 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 27.7 1.0 1.0 21.7 21.7 21.7 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.85 2.65 2.80 0.32 2 0.58 2.65 1.89 0.31 0.58 2.65 1.89 0.31 3 0.85 2.65 2.80 0.32 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -1.11 3.69 1.22 3.69 2 -0.09 3.73 0.10 3.73 3 -1.11 3.69 1.22 3.69 ================================================================================ U20H0626A Wall 1 - Door Jamb & Header Design 5/20/21 10:06am ================================================================================ LAYOUT: ------- Open Bay Load Id Id Locate Part Length Width Weight ---- --- ------ -------- ------ ----- ------ 1 3 JambL J08C060 7.50 1.67 21.5 Page 107 Of 198 JambR J08C060 7.50 1.67 21.5 STRENGTH/DEFLECTION: -------------------- Open Load --Shear(k )- --Moment(ft,f-k )- Mom+ Max Deflect(in) Id Member Id Calc Limit Loc Calc Limit Shear UC Calc Limit ---- ------ ---- ------ ----- ----- ------ ----- ----- ---- ----- ----- 1 JambL WP 0.07 2.61 3.75 -0.13 4.18 0.00 0.03 0.00 1.00 WS -0.08 2.61 3.75 0.14 4.14 0.00 0.03 0.00 1.00 JambR WP 0.07 2.61 3.75 -0.13 4.18 0.00 0.03 0.00 1.00 WS -0.08 2.61 3.75 0.14 4.14 0.00 0.03 0.00 1.00 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction UNBRACED LENGTHS: ----------------- Available Open -----Minor---- ------Cb----- ReductionFactor Id Member Major Outside Inside Outside Inside Outside Inside ---- ------ ------ ------- ------ ------- ------ ------- ------ 1 JambL 7.50 7.50 7.50 1.14 1.14 0.00 0.00 JambR 7.50 7.50 7.50 1.14 1.14 0.00 0.00 JAMB/GIRT LAYOUT: ----------------- Bot Top Open Girt Girt Id Member (ft) (ft) Interior_Girt_Locations(ft) ---- ------ ----- ----- --------------------------- 1 JambL Base 7.50 JambR Base 7.50 JAMB/GIRT LOADING: ------------------ Support Jamb Open Load Reaction(k ) Load Id Member Id Bot Top (k/ft) Loads_At_Girt_Locations(k ) ---- ------ ---- ----- ----- ------ ------------------------ 1 JambL WP 0.07 0.07 -0.018 WS -0.08 -0.08 0.020 JambR WP 0.07 0.07 -0.018 WS -0.08 -0.08 0.020 JAMB MOMENTS: ------------- Open Load -Max(ft,f-k )- Id Member Id Locate Moment Moment_At_Girt_Locations(f-k ) ---- ------ ---- ------ ------- ---------------------------------------- 1 JambL WP 3.75 -0.13 WS 3.75 0.14 JambR WP 3.75 -0.13 WS 3.75 0.14 ================================================================================ U20H0626A Wall 1 - Diagonal Bracing Design 5/20/21 10:06am ================================================================================ PANEL SHEAR WITH NO BRACING: ---------------------------- Page 108 Of 198 Base ---Wind--- --Seismic- Length Load Calc Load Calc Limit ------ ---- ----- ---- ----- ------ 80.67 74 28.9 56 52.6 72.8 DIAGONAL BRACE LAYOUT: ---------------------- Bay Brace_Locate Bay Design ------Diag_Brace----- ----KL/R--- Id Start End Width Length Type Size Part Calc Limit --- ----- ----- ----- ------ ---- ----- -------- ----- ----- 2 0.00 33.25 28.00 43.47 R 0.875 RD07- DIAGONAL BRACE STRENGTH: ------------------------ Bay Brace_Locate -----Wind(k )----- ----Seismic(k )--- Max Id Start End Load Calc Limit Load Calc Limit UC --- ----- ----- ---- ----- ----- ---- ----- ----- ---- 2 0.00 33.25 87 3.62 14.66 59 10.54 17.59 0.60 COLUMN BASE REACTIONS: ---------------------- Bay Col ----Wind_Max(k )---- ---Seismic_Max(k )-- Id Id Load Horz Vert(+/-) Load Horz Vert(+/-) --- --- ---- ----- --------- ---- ----- --------- 2 2 85 -2.33 2.77 59 -4.41 5.24 2 3 87 2.33 2.77 60 4.41 5.24 DEFLECTION AT RAFTER: --------------------- Span/Deflect Wall Deflection(in) ----Wind--- --Seismic-- Height Wind Seismic Calc Limit Calc Limit ------ ----- ------- ----- ----- ----- ----- 33.2 0.03 0.20 999. 60. 999. 60. LOAD COMBINATIONS: ------------------ 56 - 1.15Dead+1.15Collateral+0.7Seismic_R 59 - 0.45Dead+0.7Seismic_L 60 - 0.45Dead+0.7Seismic_R 74 - 0.6Dead+0.6Wind_Left2 85 - Dead+Collateral+0.6Wind_Left2+0.6Wind_Pressure 87 - Dead+Collateral+0.6Wind_Right2+0.6Wind_Pressure ================================================================================ U20H0626A Wall 1 - Wall Panel Design 5/20/21 10:06am ================================================================================ PANEL DATA: ----------- Bay Rotation Panel Id Part Type Gage Yield Stiffness Height --- -------- ---- ----- ----- --------- ------ 1 CW6-80 CW 26.00 80.0 0.44 34.58 MOMENTS & DEFLECTION: --------------------- Page 109 Of 198 --------------Moment(ft-lb/ft)------------- Span Locate(ft) Start Midspan End Max Deflect(in) Id Start End Load Calc Limit Calc Limit Calc Limit UC Calc Limit ---- ----- ----- ---- ----- ----- ----- ----- ----- ----- ---- ----- ----- 1 0.00 7.50 WP 0.0 138.5 -61.4 113.3 74.8 138.5 0.54 -0.28 1.00 WS 0.0 138.5 81.9 138.5 -99.6 113.3 0.88 0.37 1.00 2 7.50 14.08 WP 74.8 138.5 -15.0 113.3 43.5 138.5 0.54 -0.01 0.88 WS -99.6 113.3 20.0 138.5 -58.0 113.3 0.88 0.01 0.88 3 14.08 20.67 WP 43.5 138.5 -29.3 113.3 44.4 138.5 0.32 -0.09 0.88 WS -58.0 113.3 39.1 138.5 -59.2 113.3 0.52 0.12 0.88 4 20.67 27.25 WP 44.4 138.5 -15.7 113.3 72.0 138.5 0.52 -0.01 0.88 WS -59.2 113.3 21.0 138.5 -96.0 113.3 0.85 0.02 0.88 5 27.25 34.58 WP 72.0 138.5 -58.4 113.3 0.0 138.5 0.52 -0.25 0.98 WS -96.0 113.3 77.8 138.5 0.0 113.3 0.85 0.34 0.98 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction ================================================================================ U20H0626A Wall 1 - Panel Zones 5/20/21 10:06am ================================================================================ PANEL: ------ Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- CW6-80 0.018 80.00 62.00 GIRT SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- H1045 0.22 0.44 2.80 PANEL ZONE LAYOUT: ------------------ --Girt(ft,ft,in)-- Panel Zone ----Wall(ft)--- Bay Load Min Span Id Description Offset1 Offset2 Id Locate Width Thick (ft) ---- ------------- ------- ------- --- ------ ----- ----- ----- 1 Interior 8.40 75.60 2 7.50 7.10 0.060 7.50 2 Lt Edge 0.00 8.40 1 7.50 7.04 0.089 7.50 3 Rt Edge 75.60 84.00 3 7.50 7.04 0.089 7.50 GIRT SCREW CHECK: ----------------- Screw Wind --------Limit(k )------- Zone Space Suction Load Girt Panel Screw Max Id (ft) (psf ) (k ) Pullout Pullover Tension UC ---- ----- ------- ----- ------- -------- ------- ---- 1 1.00 14.66 0.10 0.26 0.24 0.75 0.43 2 1.00 18.03 0.13 0.38 0.24 0.75 0.53 3 1.00 18.03 0.13 0.38 0.24 0.75 0.53 BASE SCREWS: ------------ Page 110 Of 198 Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- H1045 0.22 0.44 2.80 BASE SCREW CHECK: ----------------- Screw Force/Screw Shear Base Space Wind Seis Limit Max Length (ft) (k ) (k ) (k ) UC ------ ----- ----- ----- ----- ---- 80.67 1.00 0.028 0.052 0.213 0.24 ================================================================================ U20H0626A Wall 1 - Weight Summary 5/20/21 10:06am ================================================================================ Columns = 2378.03 Rafters = 1512.33 Girts = 1414.39 Framed Openings = 43.08 Bracing = 147.45 Clips = 39.60 -------- Total Weight = 5534.88 ================================================================================ U20H0626A Wall 1 - Warning Summary 5/20/21 10:06am ================================================================================ .. No Warnings Page 111 Of 198 *=============================================================================== *U20H0626A Endwall Design Input 5/20/21 10:06am *=============================================================================== *( 1)JOBID: 'U20H0626A' *( 2)PROGRAM OPTIONS: * -Wall- Run Run Run Run * Loc Id Col/Raf Girt Brace Panel 'R' 3 'Y' 'Y' 'Y' 'Y' *( 3)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS16 ' 'AISC16' '----' 'IBC ' '18' 'IBC 18 ' 'D ' *( 4)DESIGN CONSTANTS: * ---Strength_Factors-- * ---Stress_Ratio--- ---Seismic--- * Col/Raf Girt Panel Wind Frame Brace 1.03 1.03 1.03 1.0000 1.0000 1.2000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * -----Rafter----- ---Girt--- --Panel--- * Live Wind Total Column Wall Facia Wall Facia Brace 180. 180. 0. 120. 90. 90. 90. 90. 60. *( 7)REPORTS: * Input Column Wall Door Wall Cable * Echo Rafter Girt Jamb Panel Brace 'Y' 'Y' '2' '3' 'Y' 'Y' *( 8)BUILDING LAYOUT: * ----------Expand_EW---------- * Type Width Length Use Opt Extend Offset Flange 'FF-' 84.0000 117.0000 'N ' '-' 0.000 0.000 0.000 *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset Opt 4 0.0000 34.0000 8.000 '-' 42.0000 34.8750 8.000 '-' 84.0000 34.0000 8.000 '-' 84.0000 0.0000 8.000 '-' *(10)BAY SPACING: * No. ---Bay_Set--- *Sets Width Quan 1 28.0000 3 *(11)ROOF & SIDEWALL BAY: * --Roof_Bay-- Frame Left_SW_Bay Right_SW_Bay * No. Width Recess Width Open Width Open 5 21.0000 1.0000 21.0000 'N' 21.0000 'N' Page 112 Of 198 *(12)WALL OPENINGS: * ----Bay--- Sill Base Set Panel JambL/JambR/Header/Sill *No. Id Id Offset Type Width Height Height Elev Depth Opt Type Part 4 2 1 2.0000 33 25.0000 19.5000 12.5000 0.000 0.000 'Y' 'CU' '--------' 'CU' '--------' 'CU' '--------' 'CU' '--------' 3 1 2.0000 33 25.0000 29.5000 22.5000 0.000 0.000 'Y' 'CU' '--------' 'CU' '--------' 'CU' '--------' 'CU' '--------' 4 2 8.0000 85 12.0000 14.0000 0.0000 0.000 0.000 'Y' 'CU' '--------' 'CU' '--------' 'CU' '--------' 'CU' '--------' 5 2 23.5000 11 3.3333 7.1667 0.0000 0.000 0.000 'Y' 'CU' '--------' 'CU' '--------' 'CU' '--------' 'CU' '--------' *(13)WIDE OPENING LAYOUT: *----Open--- Bay_Id --Clear_Opening-- Wedge Stub Column Total *No. Id Type St End Width Height Height Elev Mount Weight 0 *(14)WIDE OPENING & STRUT FRAMING: *-Open- ------Door_Jamb------ Stub Head Back_Brace Strut -Header_Beam- Deflection *No. Id Type FlgWid FlgThk Type Type Type Loc Type Type Max_Spc Horz Vert 0 *(15)WIDE OPENING HEADER LOCATION: *-Open- No. Column *No. Id Location Location 0 *(16)PARTIAL WALLS: * --Bay_Id- ----Offset---- Jamb Base Top Full_Load ----Panel---- Deflect_Limit *No. Id Use Opt Start End Start End Height Type Type Type Girt Col Part Opt Girt Panel 0 Page 113 Of 198 *(17)COLUMNS: * Max *Same UnBrace *Depth Length 'N' 60.000 *(18)COLUMN PART & ELEVATION: * ---Base--- Rafter *No. Id Type Part Opt Rot Depth Elev Opt Attach 4 1 'RW ' '--------' '-' 'R' 0.000 0.000 '-' 'F' 2 'RW ' '--------' '-' '-' 0.000 0.000 '-' 'F' 3 'RW ' '--------' '-' '-' 0.000 0.000 '-' 'F' 4 'RW ' '--------' '-' 'N' 0.000 0.000 '-' 'F' *(19)COLUMN SPLICES: * Col * No. Id Locate Type 0 *(20)RAFTERS: *Rafter Flange * Same Brace 'Y' 'N' *(21)RAFTER PART: * Surf *No. Id Type Part Opt Rot Depth 2 2 'RW ' '--------' '-' '-' 0.000 3 'RW ' '--------' '-' '-' 0.000 *(22)RAFTER SPLICES: * Surf * No. Id Locate Type Opt 3 2 0.0000 '--' '-' 3 0.0000 'F ' '-' 3 42.0091 '--' '-' *(23)GIRT DESIGN: *Girt --Flange_Strap-- --Depth-- Set Max Rafter *Type Out In Space Offset Project Set Opt Lap Space Attach 'ZB' 'C' 'N' 10.0000 0.000 0.000 8.000 'W' 0.0000 7.5000 'N' *(24)GIRT LOCATION: * Set * Loc No. Location 'Y' 4 7.5000 13.0 20.6667 27.2500 *(25)SPECIAL GIRT: * --Bay_Id-- *No. Start End Height Type Rot Part Use 0 *(26)SIDEWALL GIRT: *Wall * Id Type Depth Offset Project No. Location 2 'ZB' 8.000 0.000 0.000 4 7.5000 14.0833 20.6667 27.2500 4 'ZB' 8.000 0.000 0.000 4 7.5000 14.0833 20.6667 27.2500 *(27)ROOF PURLINS: *Surf Surf Peak Page 114 Of 198 * Id Ext Space No. Locate 2 0.000 1.3333 8 5.3379 10.6758 15.6758 20.6758 25.6758 30.6758 35.6758 40.6758 3 0.000 1.3333 8 1.3333 6.3333 11.3333 16.3333 21.3333 26.3333 31.3333 36.6712 *(28)WALL PANELS: * Wall ------Insulation----- * Panel Use Thick Part 'CW6-80 ' 'O' 6.000 '--------' *(29)LINER PANELS: * --Bay_Id- Flange *No. Start End Height Part Opt 0 *(30)RIGID FRAME: *Frame Interior_Column *Type Type No. Locate '-- ' '-' 0 *(31)WALL FRAMING OPTIONS: *Panel Diagonal Brace EW_Brace_To_Frame *Shear Bracing Option Height Left Right 'N' 'Y' '--' 0.0000 28.0000 56.0000 *(32)WALL BRACING: * Wind Brace No._Bay Specified * Shear Type Specified Bays_For_Bracing 72.8 'R ' 1 3 *(33)WALL BRACING ATTACHMENT: * --Bay_Id-- No. * No. Id Start End Level Level_Height 0 *(34)EXTENSION LAYOUT: * Ext Wall --Bay_Id- --Edge_Extend-- Beam *No. Id Id Type Opt Mount Start End Left Right Lap Attach 0 *(35)EXTENSION SIZE: *Ext -----Horizontal_Size----- ---------Vertical_Size-------- * Id Height Width Slope Elev Height Slope Project *(36)EXTENSION GIRTS: * Ext *No. Id Use Type Rot Depth 0 *(37)EXTENSION PANELS: * Ext Angle *No. Id Use Part Rot Spacing 0 *(38)BASIC LOADS: * ---Deflection--- Wind * Dead Collat Live Snow Rain Basic Load_Ratio Load * Load Load Load Load Load Wind Snow Wind Seis Factor 3.50 3.00 20.00 17.50 0.00 20.88 1.00 0.47 1.00 0.60 Page 115 Of 198 *(39)EDGE ZONE: *----------Endwall----------- ---------Sidewall---------- --------Ratio-------- *-Left_Corner- Right_Corner -Left_Corner- Right_Corner Jamb/ * Width Base Width Base Width Base Width Base Girt Panel Column 8.400 0.000 8.400 0.000 8.400 0.000 8.400 0.000 1.07 1.23 1.07 *(40)BASIC LOADS AT EAVE: * Seis Seis Seis --Torsion-- --Extension-- -Additional- * Dead Girt Load Wind Seis Wind Seis Wind Seis 3.00 0.0000 4.85 0.00 0.00 0.00 0.00 0.00 0.00 *(41)LONGITUDINAL BRACING LOADS: * ----Wind----- ---Seismic--- * Horz Vert Horz Vert 0.00 0.00 0.00 0.00 .. Left Column 0.00 0.00 0.00 0.00 .. Right Column *(42)WIND PRESSURE/SUCTION: * Wind Wind * Press Suct 18.23 -20.11 .. Column 18.23 -20.11 .. Girt/Header 18.23 -20.11 .. Jamb 22.55 -24.43 .. Panel 18.23 -20.11 .. Parapet Column 48.11 -30.83 .. Parapet Girt 31.32 -20.88 .. Transv Bracing, Facia/Parapet *(43)WIND COEFFICIENTS: * Surf Wind_1 Wind_2 Long_Wind Surface * Id Left Right Left Right 1 2 Friction 1 0.42 -0.60 0.78 -0.24 -0.66 -0.66 0.00 2 -1.23 -0.70 -0.87 -0.34 -1.23 -0.70 0.00 3 -0.70 -1.23 -0.34 -0.87 -0.70 -1.23 0.00 4 -0.60 0.42 -0.24 0.78 -0.66 -0.66 0.00 *(44)COLUMN, RAFTER, BRACING DESIGN LOADS: *-Load- ---Live--- -Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind -Seismic-- Aux_Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 94 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 Page 116 Of 198 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 Page 117 Of 198 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 43 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 44 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 45 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 46 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 47 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 48 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 49 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 50 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 51 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 52 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 53 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 54 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 55 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 56 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 57 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 58 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 59 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 60 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 61 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 62 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 63 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 64 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 65 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 66 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 67 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 68 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 69 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 118 Of 198 70 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 71 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 72 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 73 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 74 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 75 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 76 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 77 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 78 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 79 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 1.00 80 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 81 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 82 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 83 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -1.00 84 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 -1.00 85 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 86 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 87 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 88 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 89 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 90 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 91 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 92 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 93 1.11 1.11 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 94 1.11 1.11 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 *(45)COLUMN, RAFTER, BRACING DESIGN LOADS: Deflection *-Load- ---Live--- -Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind -Seismic-- Aux_Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 24 95 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 96 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 119 Of 198 97 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 98 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 99 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 100 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 101 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 102 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 103 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 104 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 105 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 106 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 107 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 108 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 109 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 110 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 111 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 112 1.11 1.11 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 113 1.11 1.11 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 114 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 115 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 116 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 117 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 118 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 *(46)AUXILIARY LOADS: * No._Add Add_Load * No. Id Name Combs Id Coef 5 1 'MIN_SNOW ' 2 1 1.00 2 1.00 2 'E2PAT_SL_1' 1 3 0.50 3 'E2PAT_SL_2' 1 6 0.50 4 'E2PAT_SL_3' 3 3 0.50 4 0.50 5 0.50 5 'E2PAT_SL_4' 3 4 0.50 5 0.50 6 0.50 Page 120 Of 198 *(47)ADDITIONAL LOADS: * Add Loc Basic Load Fx Fy Mom Dx Dy .. Conc *No. Id Id Load Type W1 W2 Co Dl1 Dl2 .. Dist 6 1 2 'U_SNOW ' 'D ' -0.276 -0.276 0.021 0.0000 42.0091 2 3 'U_SNOW ' 'D ' -0.276 -0.276 -0.021 0.0000 42.0091 3 2 'U_SNOW ' 'D ' -0.193 -0.193 0.021 0.0000 28.0061 4 2 'U_SNOW ' 'D ' -0.193 -0.193 0.021 28.0061 42.0091 5 3 'U_SNOW ' 'D ' -0.193 -0.193 -0.021 0.0000 14.0030 6 3 'U_SNOW ' 'D ' -0.193 -0.193 -0.021 14.0030 42.0091 *(48)GIRT LAPS: * Data ------Set_1------- ------Set_2------- ------Set_3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan '-' 0 *(49)GIRT STRAPS: * Data ---Set_1--- ---Set_2--- ---Set_3--- ---Set_4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(50)PANEL SCREWS: * No. Washer *Zone Zone Part Dia Limit Dia -------Spacing------ 3 'INT ' 'H1045 ' 0.216 2.800 0.438 12.000 6.000 0.000 'EDGE' 'H1045 ' 0.216 2.800 0.438 12.000 6.000 0.000 'BASE' 'H1045 ' 0.216 2.800 0.438 12.000 6.000 0.000 *(51)BEAMS: * Bay *No. Id Use Height Offset Locate1 Locate2 0 *(52)STEP LOAD COEFFICIENTS: * Basic Location No. ----Step_1--- ----Step_2--- ----Step_3--- *No. Load Use Id Step Locate Coef Locate Coef Locate Coef 0 *(53)ADDITIONAL COLUMNS: *No. Id Locate Type Rot Opt Part Elev 0 *(54)RIGID FRAME COORDINATES: *Frame Frame * Id Type No. X_Coord Y_Coord 0 '--' 0 *(55)DESIGN CODE OPTIONS: *No. Event Condition 0 *(56)DESIGN PLATES: * ----Plate--- --Plate_Size- Bolt Bolt ----Top--- --Bottom-- Plate Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Offset Edge 0 *(57)GIRT LAYOUT: * Bay -----Extend---- Frame_Opt -Frame_Id- * No. Id Locate Type Rot Opt Part Left Right Left Right Left Right Page 121 Of 198 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * 1 Minimum snow load * 2 Pattern snow load * 3 Pattern snow load * 4 Pattern snow load * 5 Pattern snow load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Minimum snow load surface 2 * 2 Minimum snow load surface 3 * 3 Pattern snow load bay 1 * 4 Pattern snow load bay 2 * 5 Pattern snow load surface 3 * 6 Pattern snow load bay 3 * * Code files used: * IBC.18 * EW_IBC.18 Version 4.0 ================================================================================ U20H0626A Wall 3 - Design Code 5/20/21 10:06am ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code : IBC 18 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ U20H0626A Wall 3 - Column & Rafter Design 5/20/21 10:06am ================================================================================ MEMBER LAYOUT: -------------- Locate ---Web(in)-- -Flange(in)- Length Weight ----Max_Load---- Id (ft) Part Depth Thick Width Thick (ft) (lb) Id UC Report ------ ------ ----------- ----- ----- ----- ----- ------ ------ --- ---- ------- Col1 0.7 W12x14 11.45 0.200 3.97 0.225 32.7 457.5 88 0.78 Mom+Axl Col2 28.0 W10x22 9.48 0.240 5.75 0.360 33.2 731.5 88 0.79 Mom+Axl Col3 56.0 W10x22 9.48 0.240 5.75 0.360 33.2 731.5 88 0.82 Mom+Axl Col4 83.3 W12x14 11.45 0.200 3.97 0.225 32.7 457.5 86 0.96 Mom+Axl ------ ------ ----------- ----- ----- ----- ----- ------ ------ --- ---- ------- Raf1 Surf 2 W8x18 7.48 0.230 5.25 0.330 42.0 756.2 98 0.71 Deflect Page 122 Of 198 Raf2 Surf 3 W8x18 7.48 0.230 5.25 0.330 42.0 756.2 98 0.71 Deflect ------- Total= 3890.4 DESIGN ACTIONS/STRENGTH: ------------------------ Load ---Axial(k )-- ---Shear(k )-- -Moment(f-k )- Id Id Calc Limit Calc Limit Calc Limit ----- ---- ------ ------ ------ ------ ------ ------ Col1 1 1.49 42.89 0.00 42.75 0.00 12.02 Col1 2 4.03 42.89 0.00 42.75 0.00 12.02 Col1 3 3.72 42.89 0.00 42.75 0.00 12.02 Col1 4 4.68 42.89 0.00 42.75 0.00 12.02 Col1 5 3.40 42.89 0.00 42.75 0.00 12.02 Col1 6 3.16 42.89 0.00 42.75 0.00 12.02 Col1 7 -1.29 124.55 1.88 42.75 -15.33 29.77 Col1 8 -1.29 124.55 -2.19 42.75 13.40 17.20 Col1 9 -0.49 124.55 1.88 42.75 -15.33 29.77 Col1 10 -0.49 124.55 -2.19 42.75 13.40 17.20 Col1 11 -0.70 124.55 1.88 42.75 -15.33 29.77 Col1 12 -0.70 124.55 -2.19 42.75 13.40 17.20 Col1 13 0.56 42.89 1.88 42.75 -15.33 29.77 Col1 14 0.56 42.89 -2.19 42.75 13.40 17.20 Col1 15 -1.35 124.55 1.88 42.75 -15.33 29.77 Col1 16 -0.49 124.55 1.88 42.75 -15.33 29.77 Col1 17 -1.35 124.55 -2.19 42.75 13.40 17.20 Col1 18 -0.49 124.55 -2.19 42.75 13.40 17.20 Col1 19 1.94 42.89 1.41 42.75 -11.50 29.77 Col1 20 1.94 42.89 -1.64 42.75 10.05 17.20 Col1 21 2.54 42.89 1.41 42.75 -11.50 29.77 Col1 22 2.54 42.89 -1.64 42.75 10.05 17.20 Col1 23 2.39 42.89 1.41 42.75 -11.50 29.77 Col1 24 2.39 42.89 -1.64 42.75 10.05 17.20 Col1 25 2.99 42.89 1.41 42.75 -11.50 29.77 Col1 26 2.99 42.89 -1.64 42.75 10.05 17.20 Col1 27 1.89 42.89 1.41 42.75 -11.50 29.77 Col1 28 2.54 42.89 1.41 42.75 -11.50 29.77 Col1 29 1.89 42.89 -1.64 42.75 10.05 17.20 Col1 30 2.54 42.89 -1.64 42.75 10.05 17.20 Col1 31 1.70 42.89 1.41 42.75 -11.50 29.77 Col1 32 1.70 42.89 -1.64 42.75 10.05 17.20 Col1 33 2.30 42.89 1.41 42.75 -11.50 29.77 Col1 34 2.30 42.89 -1.64 42.75 10.05 17.20 Col1 35 2.15 42.89 1.41 42.75 -11.50 29.77 Col1 36 2.15 42.89 -1.64 42.75 10.05 17.20 Col1 37 2.75 42.89 1.41 42.75 -11.50 29.77 Col1 38 2.75 42.89 -1.64 42.75 10.05 17.20 Col1 39 1.66 42.89 1.41 42.75 -11.50 29.77 Col1 40 2.30 42.89 1.41 42.75 -11.50 29.77 Col1 41 1.66 42.89 -1.64 42.75 10.05 17.20 Col1 42 2.30 42.89 -1.64 42.75 10.05 17.20 Col1 43 -1.55 124.55 1.88 42.75 -15.33 29.77 Col1 44 -1.55 124.55 -2.19 42.75 13.40 17.20 Col1 45 -0.75 124.55 1.88 42.75 -15.33 29.77 Col1 46 -0.75 124.55 -2.19 42.75 13.40 17.20 Col1 47 -0.96 124.55 1.88 42.75 -15.33 29.77 Col1 48 -0.96 124.55 -2.19 42.75 13.40 17.20 Col1 49 0.12 42.89 1.88 42.75 -15.33 29.77 Col1 50 0.12 42.89 -2.19 42.75 13.40 17.20 Page 123 Of 198 Col1 51 -1.61 124.55 1.88 42.75 -15.33 29.77 Col1 52 -0.75 124.55 1.88 42.75 -15.33 29.77 Col1 53 -1.61 124.55 -2.19 42.75 13.40 17.20 Col1 54 -0.75 124.55 -2.19 42.75 13.40 17.20 Col1 55 1.74 42.89 0.00 42.75 0.00 12.02 Col1 56 1.70 42.89 0.00 42.75 0.00 12.02 Col1 57 1.67 42.89 0.00 42.75 0.00 12.02 Col1 58 1.64 42.89 0.00 42.75 0.00 12.02 Col1 59 0.52 42.89 0.00 42.75 0.00 12.02 Col1 60 0.48 42.89 0.00 42.75 0.00 12.02 Col1 61 1.94 42.89 0.00 42.75 0.00 12.02 Col1 62 2.39 42.89 0.00 42.75 0.00 12.02 Col1 63 2.54 42.89 0.00 42.75 0.00 12.02 Col1 64 2.99 42.89 0.00 42.75 0.00 12.02 Col1 65 1.89 42.89 0.00 42.75 0.00 12.02 Col1 66 2.54 42.89 0.00 42.75 0.00 12.02 Col1 67 1.70 42.89 0.00 42.75 0.00 12.02 Col1 68 2.15 42.89 0.00 42.75 0.00 12.02 Col1 69 2.30 42.89 0.00 42.75 0.00 12.02 Col1 70 2.75 42.89 0.00 42.75 0.00 12.02 Col1 71 1.66 42.89 0.00 42.75 0.00 12.02 Col1 72 2.30 42.89 0.00 42.75 0.00 12.02 Col1 73 -1.55 124.55 0.00 42.75 0.00 12.02 Col1 74 -0.96 124.55 0.00 42.75 0.00 12.02 Col1 75 -0.75 124.55 0.00 42.75 0.00 12.02 Col1 76 0.12 42.89 0.00 42.75 0.00 12.02 Col1 77 -1.61 124.55 0.00 42.75 0.00 12.02 Col1 78 -0.75 124.55 0.00 42.75 0.00 12.02 Col1 79 3.67 42.89 0.00 42.75 0.00 12.02 Col1 80 2.51 42.89 0.00 42.75 0.00 12.02 Col1 81 3.81 42.89 0.00 42.75 0.00 12.02 Col1 82 2.65 42.89 0.00 42.75 0.00 12.02 Col1 83 2.51 42.89 0.00 42.75 0.00 12.02 Col1 84 3.67 42.89 0.00 42.75 0.00 12.02 Col1 85 0.14 42.89 1.88 42.75 -15.33 29.77 Col1 86 0.14 42.89 -2.19 42.75 13.40 17.20 Col1 87 0.94 42.89 1.88 42.75 -15.33 29.77 Col1 88 0.94 42.89 -2.19 42.75 13.40 17.20 Col1 89 -0.97 124.55 1.88 42.75 -15.33 29.77 Col1 90 0.35 42.89 1.88 42.75 -15.33 29.77 Col1 91 -0.97 124.55 -2.19 42.75 13.40 17.20 Col1 92 0.35 42.89 -2.19 42.75 13.40 17.20 Col1 93 3.34 42.89 0.00 42.75 0.00 12.02 Col1 94 3.31 42.89 0.00 42.75 0.00 12.02 Col2 1 3.46 101.44 0.00 48.96 0.00 39.00 Col2 2 10.18 101.44 0.00 48.96 0.00 39.00 Col2 3 9.34 101.44 0.00 48.96 0.00 39.00 Col2 4 11.88 101.44 0.00 48.96 0.00 39.00 Col2 5 8.50 101.44 0.00 48.96 0.00 39.00 Col2 6 7.87 101.44 0.00 48.96 0.00 39.00 Col2 7 -3.39 194.31 5.03 48.96 -41.82 59.35 Col2 8 -3.39 194.31 -5.55 48.96 46.13 59.35 Col2 9 -1.27 194.31 5.03 48.96 -41.82 59.35 Col2 10 -1.27 194.31 -5.55 48.96 46.13 59.35 Col2 11 -1.90 194.31 5.03 48.96 -41.82 59.35 Col2 12 -1.90 194.31 -5.55 48.96 46.13 59.35 Col2 13 0.96 101.44 5.03 48.96 -41.82 59.35 Col2 14 0.96 101.44 -5.55 48.96 46.13 59.35 Col2 15 -3.33 194.31 5.03 48.96 -41.82 59.35 Col2 16 -1.27 194.31 5.03 48.96 -41.82 59.35 Page 124 Of 198 Col2 17 -3.33 194.31 -5.55 48.96 46.13 59.35 Col2 18 -1.27 194.31 -5.55 48.96 46.13 59.35 Col2 19 4.67 101.44 3.77 48.96 -31.36 59.35 Col2 20 4.67 101.44 -4.16 48.96 34.60 59.35 Col2 21 6.26 101.44 3.77 48.96 -31.36 59.35 Col2 22 6.26 101.44 -4.16 48.96 34.60 59.35 Col2 23 5.79 101.44 3.77 48.96 -31.36 59.35 Col2 24 5.79 101.44 -4.16 48.96 34.60 59.35 Col2 25 7.38 101.44 3.77 48.96 -31.36 59.35 Col2 26 7.38 101.44 -4.16 48.96 34.60 59.35 Col2 27 4.71 101.44 3.77 48.96 -31.36 59.35 Col2 28 6.26 101.44 3.77 48.96 -31.36 59.35 Col2 29 4.71 101.44 -4.16 48.96 34.60 59.35 Col2 30 6.26 101.44 -4.16 48.96 34.60 59.35 Col2 31 4.04 101.44 3.77 48.96 -31.36 59.35 Col2 32 4.04 101.44 -4.16 48.96 34.60 59.35 Col2 33 5.63 101.44 3.77 48.96 -31.36 59.35 Col2 34 5.63 101.44 -4.16 48.96 34.60 59.35 Col2 35 5.16 101.44 3.77 48.96 -31.36 59.35 Col2 36 5.16 101.44 -4.16 48.96 34.60 59.35 Col2 37 6.75 101.44 3.77 48.96 -31.36 59.35 Col2 38 6.75 101.44 -4.16 48.96 34.60 59.35 Col2 39 4.08 101.44 3.77 48.96 -31.36 59.35 Col2 40 5.63 101.44 3.77 48.96 -31.36 59.35 Col2 41 4.08 101.44 -4.16 48.96 34.60 59.35 Col2 42 5.63 101.44 -4.16 48.96 34.60 59.35 Col2 43 -4.08 194.31 5.03 48.96 -41.82 59.35 Col2 44 -4.08 194.31 -5.55 48.96 46.13 59.35 Col2 45 -1.96 194.31 5.03 48.96 -41.82 59.35 Col2 46 -1.96 194.31 -5.55 48.96 46.13 59.35 Col2 47 -2.59 194.31 5.03 48.96 -41.82 59.35 Col2 48 -2.59 194.31 -5.55 48.96 46.13 59.35 Col2 49 -0.46 194.31 5.03 48.96 -41.82 59.35 Col2 50 -0.46 194.31 -5.55 48.96 46.13 59.35 Col2 51 -4.02 194.31 5.03 48.96 -41.82 59.35 Col2 52 -1.96 194.31 5.03 48.96 -41.82 59.35 Col2 53 -4.02 194.31 -5.55 48.96 46.13 59.35 Col2 54 -1.96 194.31 -5.55 48.96 46.13 59.35 Col2 55 3.96 101.44 0.00 48.96 0.00 39.00 Col2 56 4.01 101.44 0.00 48.96 0.00 39.00 Col2 57 3.83 101.44 0.00 48.96 0.00 39.00 Col2 58 3.86 101.44 0.00 48.96 0.00 39.00 Col2 59 1.08 101.44 0.00 48.96 0.00 39.00 Col2 60 1.13 101.44 0.00 48.96 0.00 39.00 Col2 61 4.67 101.44 0.00 48.96 0.00 39.00 Col2 62 5.79 101.44 0.00 48.96 0.00 39.00 Col2 63 6.26 101.44 0.00 48.96 0.00 39.00 Col2 64 7.38 101.44 0.00 48.96 0.00 39.00 Col2 65 4.71 101.44 0.00 48.96 0.00 39.00 Col2 66 6.26 101.44 0.00 48.96 0.00 39.00 Col2 67 4.04 101.44 0.00 48.96 0.00 39.00 Col2 68 5.16 101.44 0.00 48.96 0.00 39.00 Col2 69 5.63 101.44 0.00 48.96 0.00 39.00 Col2 70 6.75 101.44 0.00 48.96 0.00 39.00 Col2 71 4.08 101.44 0.00 48.96 0.00 39.00 Col2 72 5.63 101.44 0.00 48.96 0.00 39.00 Col2 73 -4.08 194.31 0.00 48.96 0.00 39.00 Col2 74 -2.59 194.31 0.00 48.96 0.00 39.00 Col2 75 -1.96 194.31 0.00 48.96 0.00 39.00 Col2 76 -0.46 194.31 0.00 48.96 0.00 39.00 Page 125 Of 198 Col2 77 -4.02 194.31 0.00 48.96 0.00 39.00 Col2 78 -1.96 194.31 0.00 48.96 0.00 39.00 Col2 79 9.60 101.44 0.00 48.96 0.00 39.00 Col2 80 7.64 101.44 0.00 48.96 0.00 39.00 Col2 81 8.11 101.44 0.00 48.96 0.00 39.00 Col2 82 6.15 101.44 0.00 48.96 0.00 39.00 Col2 83 7.64 101.44 0.00 48.96 0.00 39.00 Col2 84 9.60 101.44 0.00 48.96 0.00 39.00 Col2 85 -0.89 194.31 5.03 48.96 -41.82 59.35 Col2 86 -0.89 194.31 -5.55 48.96 46.13 59.35 Col2 87 1.96 101.44 5.03 48.96 -41.82 59.35 Col2 88 1.96 101.44 -5.55 48.96 46.13 59.35 Col2 89 -2.32 194.31 5.03 48.96 -41.82 59.35 Col2 90 0.47 101.44 5.03 48.96 -41.82 59.35 Col2 91 -2.32 194.31 -5.55 48.96 46.13 59.35 Col2 92 0.47 101.44 -5.55 48.96 46.13 59.35 Col2 93 8.24 101.44 0.00 48.96 0.00 39.00 Col2 94 8.27 101.44 0.00 48.96 0.00 39.00 Col3 1 3.46 101.44 0.00 48.96 0.00 42.28 Col3 2 10.18 101.44 0.00 48.96 0.00 42.28 Col3 3 9.34 101.44 0.00 48.96 0.00 42.28 Col3 4 11.88 101.44 0.00 48.96 0.00 42.28 Col3 5 8.50 101.44 0.00 48.96 0.00 42.28 Col3 6 7.87 101.44 0.00 48.96 0.00 42.28 Col3 7 -1.33 194.31 5.03 48.96 -41.82 59.35 Col3 8 -1.33 194.31 -5.55 48.96 46.13 56.77 Col3 9 -0.55 194.31 5.03 48.96 -41.82 59.35 Col3 10 -0.55 194.31 -5.55 48.96 46.13 56.77 Col3 11 0.90 101.44 5.03 48.96 -41.82 59.35 Col3 12 0.90 101.44 -5.55 48.96 46.13 56.77 Col3 13 1.68 101.44 5.03 48.96 -41.82 59.35 Col3 14 1.68 101.44 -5.55 48.96 46.13 56.77 Col3 15 -1.19 194.31 5.03 48.96 -41.82 59.35 Col3 16 -3.33 194.31 5.03 48.96 -41.82 59.35 Col3 17 -1.19 194.31 -5.55 48.96 46.13 56.77 Col3 18 -3.33 194.31 -5.55 48.96 46.13 56.77 Col3 19 6.22 101.44 3.77 48.96 -31.36 59.35 Col3 20 6.22 101.44 -4.16 48.96 34.60 56.77 Col3 21 6.80 101.44 3.77 48.96 -31.36 59.35 Col3 22 6.80 101.44 -4.16 48.96 34.60 56.77 Col3 23 7.34 101.44 3.77 48.96 -31.36 59.35 Col3 24 7.34 101.44 -4.16 48.96 34.60 56.77 Col3 25 7.92 101.44 3.77 48.96 -31.36 59.35 Col3 26 7.92 101.44 -4.16 48.96 34.60 56.77 Col3 27 6.32 101.44 3.77 48.96 -31.36 59.35 Col3 28 4.71 101.44 3.77 48.96 -31.36 59.35 Col3 29 6.32 101.44 -4.16 48.96 34.60 56.77 Col3 30 4.71 101.44 -4.16 48.96 34.60 56.77 Col3 31 5.59 101.44 3.77 48.96 -31.36 59.35 Col3 32 5.59 101.44 -4.16 48.96 34.60 56.77 Col3 33 6.17 101.44 3.77 48.96 -31.36 59.35 Col3 34 6.17 101.44 -4.16 48.96 34.60 56.77 Col3 35 6.71 101.44 3.77 48.96 -31.36 59.35 Col3 36 6.71 101.44 -4.16 48.96 34.60 56.77 Col3 37 7.29 101.44 3.77 48.96 -31.36 59.35 Col3 38 7.29 101.44 -4.16 48.96 34.60 56.77 Col3 39 5.69 101.44 3.77 48.96 -31.36 59.35 Col3 40 4.08 101.44 3.77 48.96 -31.36 59.35 Col3 41 5.69 101.44 -4.16 48.96 34.60 56.77 Col3 42 4.08 101.44 -4.16 48.96 34.60 56.77 Page 126 Of 198 Col3 43 -2.01 194.31 5.03 48.96 -41.82 59.35 Col3 44 -2.01 194.31 -5.55 48.96 46.13 56.77 Col3 45 -1.24 194.31 5.03 48.96 -41.82 59.35 Col3 46 -1.24 194.31 -5.55 48.96 46.13 56.77 Col3 47 -0.52 194.31 5.03 48.96 -41.82 59.35 Col3 48 -0.52 194.31 -5.55 48.96 46.13 56.77 Col3 49 0.69 101.44 5.03 48.96 -41.82 59.35 Col3 50 0.69 101.44 -5.55 48.96 46.13 56.77 Col3 51 -1.88 194.31 5.03 48.96 -41.82 59.35 Col3 52 -4.02 194.31 5.03 48.96 -41.82 59.35 Col3 53 -1.88 194.31 -5.55 48.96 46.13 56.77 Col3 54 -4.02 194.31 -5.55 48.96 46.13 56.77 Col3 55 3.90 101.44 0.00 48.96 0.00 42.28 Col3 56 9.34 101.44 0.00 48.96 0.00 42.28 Col3 57 3.78 101.44 0.00 48.96 0.00 42.28 Col3 58 7.83 101.44 0.00 48.96 0.00 42.28 Col3 59 1.02 101.44 0.00 48.96 0.00 42.28 Col3 60 6.47 101.44 0.00 48.96 0.00 42.28 Col3 61 6.22 101.44 0.00 48.96 0.00 42.28 Col3 62 7.34 101.44 0.00 48.96 0.00 42.28 Col3 63 6.80 101.44 0.00 48.96 0.00 42.28 Col3 64 7.92 101.44 0.00 48.96 0.00 42.28 Col3 65 6.32 101.44 0.00 48.96 0.00 42.28 Col3 66 4.71 101.44 0.00 48.96 0.00 42.28 Col3 67 5.59 101.44 0.00 48.96 0.00 42.28 Col3 68 6.71 101.44 0.00 48.96 0.00 42.28 Col3 69 6.17 101.44 0.00 48.96 0.00 42.28 Col3 70 7.29 101.44 0.00 48.96 0.00 42.28 Col3 71 5.69 101.44 0.00 48.96 0.00 42.28 Col3 72 4.08 101.44 0.00 48.96 0.00 42.28 Col3 73 -2.01 194.31 0.00 48.96 0.00 42.28 Col3 74 -0.52 194.31 0.00 48.96 0.00 42.28 Col3 75 -1.24 194.31 0.00 48.96 0.00 42.28 Col3 76 0.69 101.44 0.00 48.96 0.00 42.28 Col3 77 -1.88 194.31 0.00 48.96 0.00 42.28 Col3 78 -4.02 194.31 0.00 48.96 0.00 42.28 Col3 79 7.64 101.44 0.00 48.96 0.00 42.28 Col3 80 9.60 101.44 0.00 48.96 0.00 42.28 Col3 81 6.15 101.44 0.00 48.96 0.00 42.28 Col3 82 8.11 101.44 0.00 48.96 0.00 42.28 Col3 83 9.60 101.44 0.00 48.96 0.00 42.28 Col3 84 7.64 101.44 0.00 48.96 0.00 42.28 Col3 85 1.91 101.44 5.03 48.96 -41.82 59.35 Col3 86 1.91 101.44 -5.55 48.96 46.13 56.77 Col3 87 2.69 101.44 5.03 48.96 -41.82 59.35 Col3 88 2.69 101.44 -5.55 48.96 46.13 56.77 Col3 89 0.55 101.44 5.03 48.96 -41.82 59.35 Col3 90 -2.32 194.31 5.03 48.96 -41.82 59.35 Col3 91 0.55 101.44 -5.55 48.96 46.13 56.77 Col3 92 -2.32 194.31 -5.55 48.96 46.13 56.77 Col3 93 8.19 101.44 0.00 48.96 0.00 42.28 Col3 94 12.24 101.44 0.00 48.96 0.00 42.28 Col4 1 1.49 42.89 0.00 42.75 0.00 25.98 Col4 2 4.03 42.89 0.00 42.75 0.00 25.98 Col4 3 3.72 42.89 0.00 42.75 0.00 25.98 Col4 4 4.68 42.89 0.00 42.75 0.00 25.98 Col4 5 3.40 42.89 0.00 42.75 0.00 25.98 Col4 6 3.16 42.89 0.00 42.75 0.00 25.98 Col4 7 2.86 42.89 2.56 42.75 -20.93 26.15 Col4 8 2.86 42.89 -2.94 42.75 24.04 26.15 Page 127 Of 198 Col4 9 -1.30 124.55 2.56 42.75 -20.93 26.15 Col4 10 -1.30 124.55 -2.94 42.75 24.04 26.15 Col4 11 3.45 42.89 2.56 42.75 -20.93 26.15 Col4 12 3.45 42.89 -2.94 42.75 24.04 26.15 Col4 13 -0.71 124.55 2.56 42.75 -20.93 26.15 Col4 14 -0.71 124.55 -2.94 42.75 24.04 26.15 Col4 15 -0.49 124.55 2.56 42.75 -20.93 26.15 Col4 16 -1.27 124.55 2.56 42.75 -20.93 26.15 Col4 17 -0.49 124.55 -2.94 42.75 24.04 26.15 Col4 18 -1.27 124.55 -2.94 42.75 24.04 26.15 Col4 19 4.71 42.89 1.92 42.75 -15.70 26.15 Col4 20 4.71 42.89 -2.21 42.75 18.03 26.15 Col4 21 1.93 42.89 1.92 42.75 -15.70 26.15 Col4 22 1.93 42.89 -2.21 42.75 18.03 26.15 Col4 23 5.16 42.89 1.92 42.75 -15.70 26.15 Col4 24 5.16 42.89 -2.21 42.75 18.03 26.15 Col4 25 2.38 42.89 1.92 42.75 -15.70 26.15 Col4 26 2.38 42.89 -2.21 42.75 18.03 26.15 Col4 27 2.54 42.89 1.92 42.75 -15.70 26.15 Col4 28 1.95 42.89 1.92 42.75 -15.70 26.15 Col4 29 2.54 42.89 -2.21 42.75 18.03 26.15 Col4 30 1.95 42.89 -2.21 42.75 18.03 26.15 Col4 31 4.47 42.89 1.92 42.75 -15.70 26.15 Col4 32 4.47 42.89 -2.21 42.75 18.03 26.15 Col4 33 1.70 42.89 1.92 42.75 -15.70 26.15 Col4 34 1.70 42.89 -2.21 42.75 18.03 26.15 Col4 35 4.92 42.89 1.92 42.75 -15.70 26.15 Col4 36 4.92 42.89 -2.21 42.75 18.03 26.15 Col4 37 2.14 42.89 1.92 42.75 -15.70 26.15 Col4 38 2.14 42.89 -2.21 42.75 18.03 26.15 Col4 39 2.30 42.89 1.92 42.75 -15.70 26.15 Col4 40 1.72 42.89 1.92 42.75 -15.70 26.15 Col4 41 2.30 42.89 -2.21 42.75 18.03 26.15 Col4 42 1.72 42.89 -2.21 42.75 18.03 26.15 Col4 43 2.42 42.89 2.56 42.75 -20.93 26.15 Col4 44 2.42 42.89 -2.94 42.75 24.04 26.15 Col4 45 -1.56 124.55 2.56 42.75 -20.93 26.15 Col4 46 -1.56 124.55 -2.94 42.75 24.04 26.15 Col4 47 3.01 42.89 2.56 42.75 -20.93 26.15 Col4 48 3.01 42.89 -2.94 42.75 24.04 26.15 Col4 49 -0.97 124.55 2.56 42.75 -20.93 26.15 Col4 50 -0.97 124.55 -2.94 42.75 24.04 26.15 Col4 51 -0.75 124.55 2.56 42.75 -20.93 26.15 Col4 52 -1.54 124.55 2.56 42.75 -20.93 26.15 Col4 53 -0.75 124.55 -2.94 42.75 24.04 26.15 Col4 54 -1.54 124.55 -2.94 42.75 24.04 26.15 Col4 55 6.94 41.05 0.00 42.75 0.00 25.98 Col4 56 1.72 42.89 0.00 42.75 0.00 25.98 Col4 57 5.48 41.05 0.00 42.75 0.00 25.98 Col4 58 1.66 42.89 0.00 42.75 0.00 25.98 Col4 59 5.73 41.05 0.00 42.75 0.00 25.98 Col4 60 0.51 42.89 0.00 42.75 0.00 25.98 Col4 61 4.71 42.89 0.00 42.75 0.00 25.98 Col4 62 5.16 42.89 0.00 42.75 0.00 25.98 Col4 63 1.93 42.89 0.00 42.75 0.00 25.98 Col4 64 2.38 42.89 0.00 42.75 0.00 25.98 Col4 65 2.54 42.89 0.00 42.75 0.00 25.98 Col4 66 1.95 42.89 0.00 42.75 0.00 25.98 Col4 67 4.47 42.89 0.00 42.75 0.00 25.98 Col4 68 4.92 42.89 0.00 42.75 0.00 25.98 Page 128 Of 198 Col4 69 1.70 42.89 0.00 42.75 0.00 25.98 Col4 70 2.14 42.89 0.00 42.75 0.00 25.98 Col4 71 2.30 42.89 0.00 42.75 0.00 25.98 Col4 72 1.72 42.89 0.00 42.75 0.00 25.98 Col4 73 2.42 42.89 0.00 42.75 0.00 25.98 Col4 74 3.01 42.89 0.00 42.75 0.00 25.98 Col4 75 -1.56 124.55 0.00 42.75 0.00 25.98 Col4 76 -0.97 124.55 0.00 42.75 0.00 25.98 Col4 77 -0.75 124.55 0.00 42.75 0.00 25.98 Col4 78 -1.54 124.55 0.00 42.75 0.00 25.98 Col4 79 2.51 42.89 0.00 42.75 0.00 25.98 Col4 80 3.67 42.89 0.00 42.75 0.00 25.98 Col4 81 2.65 42.89 0.00 42.75 0.00 25.98 Col4 82 3.81 42.89 0.00 42.75 0.00 25.98 Col4 83 3.67 42.89 0.00 42.75 0.00 25.98 Col4 84 2.51 42.89 0.00 42.75 0.00 25.98 Col4 85 3.84 42.89 2.56 42.75 -20.93 26.15 Col4 86 3.84 42.89 -2.94 42.75 24.04 26.15 Col4 87 0.13 42.89 2.56 42.75 -20.93 26.15 Col4 88 0.13 42.89 -2.94 42.75 24.04 26.15 Col4 89 0.35 42.89 2.56 42.75 -20.93 26.15 Col4 90 -0.89 124.55 2.56 42.75 -20.93 26.15 Col4 91 0.35 42.89 -2.94 42.75 24.04 26.15 Col4 92 -0.89 124.55 -2.94 42.75 24.04 26.15 Col4 93 7.15 41.05 0.00 42.75 0.00 25.98 Col4 94 3.33 42.89 0.00 42.75 0.00 25.98 ----- ---- ------ ------ ------ ------ ------ ------ Raf1 1 0.03 78.05 -1.48 37.44 6.85 41.79 Raf1 2 0.09 78.05 -5.10 37.44 23.70 41.79 Raf1 3 0.08 78.05 -4.65 37.44 21.60 41.79 Raf1 4 0.11 78.05 -6.02 37.44 27.95 41.79 Raf1 5 0.07 78.05 -4.20 37.44 19.49 41.79 Raf1 6 0.07 78.05 -3.86 37.44 17.91 41.79 Raf1 7 0.96 80.67 1.86 37.44 -8.50 41.79 Raf1 8 0.96 80.67 1.86 37.44 -8.50 41.79 Raf1 9 -1.49 157.49 0.66 37.44 -3.17 41.79 Raf1 10 -1.49 157.49 0.66 37.44 -3.17 41.79 Raf1 11 1.82 80.67 1.04 37.44 -4.78 41.79 Raf1 12 1.82 80.67 1.04 37.44 -4.78 41.79 Raf1 13 -0.61 157.49 -0.15 37.44 -0.64 40.34 Raf1 14 -0.61 157.49 -0.15 37.44 -0.64 40.34 Raf1 15 -1.70 157.49 1.85 37.44 -8.28 41.79 Raf1 16 -1.64 157.49 0.66 37.44 -3.16 41.79 Raf1 17 -1.70 157.49 1.85 37.44 -8.28 41.79 Raf1 18 -1.64 157.49 0.66 37.44 -3.16 41.79 Raf1 19 0.77 80.67 -2.10 37.44 9.87 41.79 Raf1 20 0.77 80.67 -2.10 37.44 9.87 41.79 Raf1 21 -1.16 157.49 -3.00 37.44 13.87 41.79 Raf1 22 -1.16 157.49 -3.00 37.44 13.87 41.79 Raf1 23 1.37 78.05 -2.71 37.44 12.66 41.79 Raf1 24 1.37 78.05 -2.71 37.44 12.66 41.79 Raf1 25 -0.52 157.49 -3.61 37.44 16.66 41.79 Raf1 26 -0.52 157.49 -3.61 37.44 16.66 41.79 Raf1 27 -1.28 157.49 -2.11 37.44 10.04 41.79 Raf1 28 -1.27 157.49 -3.00 37.44 13.88 41.79 Raf1 29 -1.28 157.49 -2.11 37.44 10.04 41.79 Raf1 30 -1.27 157.49 -3.00 37.44 13.88 41.79 Raf1 31 0.76 80.67 -1.76 37.44 8.29 41.79 Raf1 32 0.76 80.67 -1.76 37.44 8.29 41.79 Raf1 33 -1.15 157.49 -2.66 37.44 12.29 41.79 Page 129 Of 198 Raf1 34 -1.15 157.49 -2.66 37.44 12.29 41.79 Raf1 35 1.36 78.05 -2.37 37.44 11.08 41.79 Raf1 36 1.36 78.05 -2.37 37.44 11.08 41.79 Raf1 37 -0.51 157.49 -3.27 37.44 15.08 41.79 Raf1 38 -0.51 157.49 -3.27 37.44 15.08 41.79 Raf1 39 -1.27 157.49 -1.77 37.44 8.46 41.79 Raf1 40 -1.26 157.49 -2.66 37.44 12.30 41.79 Raf1 41 -1.27 157.49 -1.77 37.44 8.46 41.79 Raf1 42 -1.26 157.49 -2.66 37.44 12.30 41.79 Raf1 43 0.95 80.67 2.23 37.44 -10.23 41.79 Raf1 44 0.95 80.67 2.23 37.44 -10.23 41.79 Raf1 45 -1.49 157.49 1.04 37.44 -4.90 41.79 Raf1 46 -1.49 157.49 1.04 37.44 -4.90 41.79 Raf1 47 1.81 80.67 1.42 37.44 -6.51 41.79 Raf1 48 1.81 80.67 1.42 37.44 -6.51 41.79 Raf1 49 -0.61 157.49 -0.24 37.44 -1.18 41.79 Raf1 50 -0.61 157.49 -0.24 37.44 -1.18 41.79 Raf1 51 -1.70 157.49 2.22 37.44 -10.01 41.79 Raf1 52 -1.64 157.49 1.04 37.44 -4.89 41.79 Raf1 53 -1.70 157.49 2.22 37.44 -10.01 41.79 Raf1 54 -1.64 157.49 1.04 37.44 -4.89 41.79 Raf1 55 2.21 78.05 -1.71 37.44 7.76 41.79 Raf1 56 -2.21 157.49 -1.69 37.44 8.00 41.79 Raf1 57 1.64 78.05 -1.65 37.44 7.52 41.79 Raf1 58 -1.64 157.49 -1.63 37.44 7.69 41.79 Raf1 59 2.21 78.05 -0.43 37.44 1.83 41.79 Raf1 60 -2.21 157.49 -0.41 37.44 2.06 41.79 Raf1 61 0.77 80.67 -2.10 37.44 9.87 41.79 Raf1 62 1.37 78.05 -2.71 37.44 12.66 41.79 Raf1 63 -1.16 157.49 -3.00 37.44 13.87 41.79 Raf1 64 -0.52 157.49 -3.61 37.44 16.66 41.79 Raf1 65 -1.28 157.49 -2.11 37.44 10.04 41.79 Raf1 66 -1.27 157.49 -3.00 37.44 13.88 41.79 Raf1 67 0.76 80.67 -1.76 37.44 8.29 41.79 Raf1 68 1.36 78.05 -2.37 37.44 11.08 41.79 Raf1 69 -1.15 157.49 -2.66 37.44 12.29 41.79 Raf1 70 -0.51 157.49 -3.27 37.44 15.08 41.79 Raf1 71 -1.27 157.49 -1.77 37.44 8.46 41.79 Raf1 72 -1.26 157.49 -2.66 37.44 12.30 41.79 Raf1 73 0.95 80.67 2.23 37.44 -10.23 41.79 Raf1 74 1.81 80.67 1.42 37.44 -6.51 41.79 Raf1 75 -1.49 157.49 1.04 37.44 -4.90 41.79 Raf1 76 -0.61 157.49 -0.24 37.44 -1.18 41.79 Raf1 77 -1.70 157.49 2.22 37.44 -10.01 41.79 Raf1 78 -1.64 157.49 1.04 37.44 -4.89 41.79 Raf1 79 0.09 78.05 -4.69 37.44 22.80 41.79 Raf1 80 0.08 78.05 3.75 37.44 16.85 41.79 Raf1 81 0.07 80.67 -4.55 37.44 18.98 41.79 Raf1 82 0.05 78.05 -3.02 37.44 13.02 41.79 Raf1 83 0.08 78.05 3.75 37.44 16.84 41.79 Raf1 84 0.09 78.05 -4.69 37.44 22.80 41.79 Raf1 85 1.82 80.67 0.50 37.44 -2.25 41.79 Raf1 86 1.82 80.67 0.50 37.44 -2.25 41.79 Raf1 87 -0.61 157.49 -0.70 37.44 3.08 41.79 Raf1 88 -0.61 157.49 -0.70 37.44 3.08 41.79 Raf1 89 -1.70 157.49 1.31 37.44 -5.75 41.79 Raf1 90 -1.64 157.49 -0.14 37.44 -0.63 41.79 Raf1 91 -1.70 157.49 1.31 37.44 -5.75 41.79 Raf1 92 -1.64 157.49 -0.14 37.44 -0.63 41.79 Raf1 93 1.64 78.05 -4.03 37.44 18.58 41.79 Page 130 Of 198 Raf1 94 -1.64 157.49 -4.01 37.44 18.75 41.79 Raf2 1 0.03 78.05 1.48 37.44 6.85 41.79 Raf2 2 0.09 78.05 5.10 37.44 23.70 41.79 Raf2 3 0.08 78.05 4.65 37.44 21.60 41.79 Raf2 4 0.11 78.05 6.02 37.44 27.95 41.79 Raf2 5 0.07 78.05 4.20 37.44 19.49 41.79 Raf2 6 0.07 78.05 3.86 37.44 17.91 41.79 Raf2 7 0.91 80.67 -0.67 37.44 -3.38 41.79 Raf2 8 0.91 80.67 -0.67 37.44 -3.38 41.79 Raf2 9 0.96 80.67 -1.85 37.44 -8.29 41.79 Raf2 10 0.96 80.67 -1.85 37.44 -8.29 41.79 Raf2 11 1.74 78.05 0.14 37.44 0.94 41.79 Raf2 12 1.74 78.05 0.14 37.44 0.94 41.79 Raf2 13 1.82 80.67 -1.04 37.44 -4.57 41.79 Raf2 14 1.82 80.67 -1.04 37.44 -4.57 41.79 Raf2 15 -1.70 157.49 -0.66 37.44 -3.15 41.79 Raf2 16 -1.63 157.49 -1.85 37.44 -8.28 41.79 Raf2 17 -1.70 157.49 -0.66 37.44 -3.15 41.79 Raf2 18 -1.63 157.49 -1.85 37.44 -8.28 41.79 Raf2 19 0.73 80.67 2.99 37.44 13.71 41.79 Raf2 20 0.73 80.67 2.99 37.44 13.71 41.79 Raf2 21 0.77 80.67 2.11 37.44 10.02 41.79 Raf2 22 0.77 80.67 2.11 37.44 10.02 41.79 Raf2 23 1.37 78.05 3.61 37.44 16.51 41.79 Raf2 24 1.37 78.05 3.61 37.44 16.51 41.79 Raf2 25 1.41 80.67 2.72 37.44 12.82 41.79 Raf2 26 1.41 80.67 2.72 37.44 12.82 41.79 Raf2 27 -1.27 157.49 3.00 37.44 13.88 41.79 Raf2 28 -1.23 157.49 2.11 37.44 10.03 41.79 Raf2 29 -1.27 157.49 3.00 37.44 13.88 41.79 Raf2 30 -1.23 157.49 2.11 37.44 10.03 41.79 Raf2 31 0.73 80.67 2.65 37.44 12.13 41.79 Raf2 32 0.73 80.67 2.65 37.44 12.13 41.79 Raf2 33 0.76 80.67 1.77 37.44 8.44 41.79 Raf2 34 0.76 80.67 1.77 37.44 8.44 41.79 Raf2 35 1.36 78.05 3.27 37.44 14.93 41.79 Raf2 36 1.36 78.05 3.27 37.44 14.93 41.79 Raf2 37 1.41 80.67 2.38 37.44 11.24 41.79 Raf2 38 1.41 80.67 2.38 37.44 11.24 41.79 Raf2 39 -1.27 157.49 2.66 37.44 12.30 41.79 Raf2 40 -1.23 157.49 1.77 37.44 8.45 41.79 Raf2 41 -1.27 157.49 2.66 37.44 12.30 41.79 Raf2 42 -1.23 157.49 1.77 37.44 8.45 41.79 Raf2 43 0.91 80.67 -1.04 37.44 -5.11 41.79 Raf2 44 0.91 80.67 -1.04 37.44 -5.11 41.79 Raf2 45 0.95 80.67 -2.22 37.44 -10.02 41.79 Raf2 46 0.95 80.67 -2.22 37.44 -10.02 41.79 Raf2 47 1.73 78.05 0.29 37.44 1.43 41.79 Raf2 48 1.73 78.05 0.29 37.44 1.43 41.79 Raf2 49 1.81 80.67 -1.41 37.44 -6.30 41.79 Raf2 50 1.81 80.67 -1.41 37.44 -6.30 41.79 Raf2 51 -1.70 157.49 -1.04 37.44 -4.88 41.79 Raf2 52 -1.63 157.49 -2.22 37.44 -10.01 41.79 Raf2 53 -1.70 157.49 -1.04 37.44 -4.88 41.79 Raf2 54 -1.63 157.49 -2.22 37.44 -10.01 41.79 Raf2 55 4.40 80.67 1.67 37.44 7.61 41.79 Raf2 56 -2.91 157.49 1.72 37.44 8.15 41.79 Raf2 57 3.28 80.67 1.62 37.44 7.40 41.79 Raf2 58 -2.16 157.49 1.66 37.44 7.81 41.79 Raf2 59 4.39 80.67 0.39 37.44 1.67 41.79 Page 131 Of 198 Raf2 60 -2.94 157.49 0.44 37.44 2.22 41.79 Raf2 61 0.73 80.67 2.99 37.44 13.71 41.79 Raf2 62 1.37 78.05 3.61 37.44 16.51 41.79 Raf2 63 0.77 80.67 2.11 37.44 10.02 41.79 Raf2 64 1.41 80.67 2.72 37.44 12.82 41.79 Raf2 65 -1.27 157.49 3.00 37.44 13.88 41.79 Raf2 66 -1.23 157.49 2.11 37.44 10.03 41.79 Raf2 67 0.73 80.67 2.65 37.44 12.13 41.79 Raf2 68 1.36 78.05 3.27 37.44 14.93 41.79 Raf2 69 0.76 80.67 1.77 37.44 8.44 41.79 Raf2 70 1.41 80.67 2.38 37.44 11.24 41.79 Raf2 71 -1.27 157.49 2.66 37.44 12.30 41.79 Raf2 72 -1.23 157.49 1.77 37.44 8.45 41.79 Raf2 73 0.91 80.67 -1.04 37.44 -5.11 41.79 Raf2 74 1.73 78.05 0.29 37.44 1.43 41.79 Raf2 75 0.95 80.67 -2.22 37.44 -10.02 41.79 Raf2 76 1.81 80.67 -1.41 37.44 -6.30 41.79 Raf2 77 -1.70 157.49 -1.04 37.44 -4.88 41.79 Raf2 78 -1.63 157.49 -2.22 37.44 -10.01 41.79 Raf2 79 0.08 78.05 -3.75 37.44 16.85 41.79 Raf2 80 0.09 78.05 4.69 37.44 22.80 41.79 Raf2 81 0.05 78.05 3.02 37.44 13.02 41.79 Raf2 82 0.07 80.67 4.55 37.44 18.98 41.79 Raf2 83 0.09 78.05 4.69 37.44 22.80 41.79 Raf2 84 0.08 78.05 -3.75 37.44 16.84 41.79 Raf2 85 1.75 78.05 0.69 37.44 2.88 41.79 Raf2 86 1.75 78.05 0.69 37.44 2.88 41.79 Raf2 87 1.82 80.67 -0.49 37.44 -2.04 41.79 Raf2 88 1.82 80.67 -0.49 37.44 -2.04 41.79 Raf2 89 -1.70 157.49 0.14 37.44 -0.62 41.79 Raf2 90 -1.63 157.49 -1.31 37.44 -5.75 41.79 Raf2 91 -1.70 157.49 0.14 37.44 -0.62 41.79 Raf2 92 -1.63 157.49 -1.31 37.44 -5.75 41.79 Raf2 93 3.31 80.67 4.00 37.44 18.46 41.79 Raf2 94 -2.11 157.49 4.04 37.44 18.87 41.79 STRENGTH RATIO: --------------- Load Axial+ Shear+ Max Id Id Axial Shear Moment Moment Moment UC ----- ---- ----- ----- ------ ------ ------ ----- Col1 1 0.03 0.00 0.00 0.03 0.03 Col1 2 0.09 0.00 0.00 0.09 0.09 Col1 3 0.09 0.00 0.00 0.09 0.09 Col1 4 0.11 0.00 0.00 0.11 0.11 Col1 5 0.08 0.00 0.00 0.08 0.08 Col1 6 0.07 0.00 0.00 0.07 0.07 Col1 7 0.01 0.04 0.52 0.50 0.50 Col1 8 0.01 0.05 0.78 0.74 0.74 Col1 9 0.00 0.04 0.52 0.51 0.51 Col1 10 0.00 0.05 0.78 0.77 0.77 Col1 11 0.01 0.04 0.52 0.51 0.51 Col1 12 0.01 0.05 0.78 0.76 0.76 Col1 13 0.01 0.04 0.52 0.52 0.52 Col1 14 0.01 0.05 0.78 0.78 0.78 Col1 15 0.01 0.04 0.52 0.50 0.50 Col1 16 0.00 0.04 0.52 0.51 0.51 Col1 17 0.01 0.05 0.78 0.74 0.74 Col1 18 0.00 0.05 0.78 0.77 0.77 Col1 19 0.05 0.03 0.39 0.40 0.40 Page 132 Of 198 Col1 20 0.05 0.04 0.58 0.60 0.60 Col1 21 0.06 0.03 0.39 0.40 0.40 Col1 22 0.06 0.04 0.58 0.60 0.60 Col1 23 0.06 0.03 0.39 0.40 0.40 Col1 24 0.06 0.04 0.58 0.60 0.60 Col1 25 0.07 0.03 0.39 0.41 0.41 Col1 26 0.07 0.04 0.58 0.60 0.60 Col1 27 0.04 0.03 0.39 0.40 0.40 Col1 28 0.06 0.03 0.39 0.40 0.40 Col1 29 0.04 0.04 0.58 0.59 0.59 Col1 30 0.06 0.04 0.58 0.60 0.60 Col1 31 0.04 0.03 0.39 0.40 0.40 Col1 32 0.04 0.04 0.58 0.59 0.59 Col1 33 0.05 0.03 0.39 0.40 0.40 Col1 34 0.05 0.04 0.58 0.60 0.60 Col1 35 0.05 0.03 0.39 0.40 0.40 Col1 36 0.05 0.04 0.58 0.60 0.60 Col1 37 0.06 0.03 0.39 0.40 0.40 Col1 38 0.06 0.04 0.58 0.60 0.60 Col1 39 0.04 0.03 0.39 0.40 0.40 Col1 40 0.05 0.03 0.39 0.40 0.40 Col1 41 0.04 0.04 0.58 0.59 0.59 Col1 42 0.05 0.04 0.58 0.60 0.60 Col1 43 0.01 0.04 0.52 0.49 0.49 Col1 44 0.01 0.05 0.78 0.73 0.73 Col1 45 0.01 0.04 0.52 0.51 0.51 Col1 46 0.01 0.05 0.78 0.75 0.75 Col1 47 0.01 0.04 0.52 0.50 0.50 Col1 48 0.01 0.05 0.78 0.75 0.75 Col1 49 0.00 0.04 0.52 0.51 0.51 Col1 50 0.00 0.05 0.78 0.78 0.78 Col1 51 0.01 0.04 0.52 0.49 0.49 Col1 52 0.01 0.04 0.52 0.51 0.51 Col1 53 0.01 0.05 0.78 0.72 0.72 Col1 54 0.01 0.05 0.78 0.75 0.75 Col1 55 0.04 0.00 0.00 0.04 0.04 Col1 56 0.04 0.00 0.00 0.04 0.04 Col1 57 0.04 0.00 0.00 0.04 0.04 Col1 58 0.04 0.00 0.00 0.04 0.04 Col1 59 0.01 0.00 0.00 0.01 0.01 Col1 60 0.01 0.00 0.00 0.01 0.01 Col1 61 0.05 0.00 0.00 0.05 0.05 Col1 62 0.06 0.00 0.00 0.06 0.06 Col1 63 0.06 0.00 0.00 0.06 0.06 Col1 64 0.07 0.00 0.00 0.07 0.07 Col1 65 0.04 0.00 0.00 0.04 0.04 Col1 66 0.06 0.00 0.00 0.06 0.06 Col1 67 0.04 0.00 0.00 0.04 0.04 Col1 68 0.05 0.00 0.00 0.05 0.05 Col1 69 0.05 0.00 0.00 0.05 0.05 Col1 70 0.06 0.00 0.00 0.06 0.06 Col1 71 0.04 0.00 0.00 0.04 0.04 Col1 72 0.05 0.00 0.00 0.05 0.05 Col1 73 0.01 0.00 0.00 0.01 0.01 Col1 74 0.01 0.00 0.00 0.01 0.01 Col1 75 0.01 0.00 0.00 0.01 0.01 Col1 76 0.00 0.00 0.00 0.00 0.00 Col1 77 0.01 0.00 0.00 0.01 0.01 Col1 78 0.01 0.00 0.00 0.01 0.01 Col1 79 0.09 0.00 0.00 0.09 0.09 Page 133 Of 198 Col1 80 0.06 0.00 0.00 0.06 0.06 Col1 81 0.09 0.00 0.00 0.09 0.09 Col1 82 0.06 0.00 0.00 0.06 0.06 Col1 83 0.06 0.00 0.00 0.06 0.06 Col1 84 0.09 0.00 0.00 0.09 0.09 Col1 85 0.00 0.04 0.52 0.51 0.51 Col1 86 0.00 0.05 0.78 0.77 0.77 Col1 87 0.02 0.04 0.52 0.52 0.52 Col1 88 0.02 0.05 0.78 0.78 0.78 Col1 89 0.01 0.04 0.52 0.50 0.50 Col1 90 0.01 0.04 0.52 0.52 0.52 Col1 91 0.01 0.05 0.78 0.75 0.75 Col1 92 0.01 0.05 0.78 0.78 0.78 Col1 93 0.08 0.00 0.00 0.08 0.08 Col1 94 0.08 0.00 0.00 0.08 0.08 Col2 1 0.03 0.00 0.00 0.03 0.03 Col2 2 0.10 0.00 0.00 0.10 0.10 Col2 3 0.09 0.00 0.00 0.09 0.09 Col2 4 0.12 0.00 0.00 0.12 0.12 Col2 5 0.08 0.00 0.00 0.08 0.08 Col2 6 0.08 0.00 0.00 0.08 0.08 Col2 7 0.02 0.10 0.70 0.69 0.69 Col2 8 0.02 0.11 0.78 0.76 0.76 Col2 9 0.01 0.10 0.70 0.70 0.70 Col2 10 0.01 0.11 0.78 0.77 0.77 Col2 11 0.01 0.10 0.70 0.70 0.70 Col2 12 0.01 0.11 0.78 0.77 0.77 Col2 13 0.01 0.10 0.70 0.71 0.71 Col2 14 0.01 0.11 0.78 0.78 0.78 Col2 15 0.02 0.10 0.70 0.69 0.69 Col2 16 0.01 0.10 0.70 0.70 0.70 Col2 17 0.02 0.11 0.78 0.76 0.76 Col2 18 0.01 0.11 0.78 0.77 0.77 Col2 19 0.05 0.08 0.53 0.55 0.55 Col2 20 0.05 0.09 0.58 0.60 0.60 Col2 21 0.06 0.08 0.53 0.56 0.56 Col2 22 0.06 0.09 0.58 0.61 0.61 Col2 23 0.06 0.08 0.53 0.55 0.55 Col2 24 0.06 0.09 0.58 0.61 0.61 Col2 25 0.07 0.08 0.53 0.56 0.56 Col2 26 0.07 0.09 0.58 0.62 0.62 Col2 27 0.05 0.08 0.53 0.55 0.55 Col2 28 0.06 0.08 0.53 0.56 0.56 Col2 29 0.05 0.09 0.58 0.60 0.60 Col2 30 0.06 0.09 0.58 0.61 0.61 Col2 31 0.04 0.08 0.53 0.55 0.55 Col2 32 0.04 0.09 0.58 0.60 0.60 Col2 33 0.06 0.08 0.53 0.55 0.55 Col2 34 0.06 0.09 0.58 0.61 0.61 Col2 35 0.05 0.08 0.53 0.55 0.55 Col2 36 0.05 0.09 0.58 0.61 0.61 Col2 37 0.07 0.08 0.53 0.56 0.56 Col2 38 0.07 0.09 0.58 0.61 0.61 Col2 39 0.04 0.08 0.53 0.55 0.55 Col2 40 0.06 0.08 0.53 0.55 0.55 Col2 41 0.04 0.09 0.58 0.60 0.60 Col2 42 0.06 0.09 0.58 0.61 0.61 Col2 43 0.02 0.10 0.70 0.68 0.68 Col2 44 0.02 0.11 0.78 0.75 0.75 Col2 45 0.01 0.10 0.70 0.69 0.69 Page 134 Of 198 Col2 46 0.01 0.11 0.78 0.77 0.77 Col2 47 0.01 0.10 0.70 0.69 0.69 Col2 48 0.01 0.11 0.78 0.76 0.76 Col2 49 0.00 0.10 0.70 0.70 0.70 Col2 50 0.00 0.11 0.78 0.77 0.77 Col2 51 0.02 0.10 0.70 0.68 0.68 Col2 52 0.01 0.10 0.70 0.69 0.69 Col2 53 0.02 0.11 0.78 0.75 0.75 Col2 54 0.01 0.11 0.78 0.77 0.77 Col2 55 0.04 0.00 0.00 0.04 0.04 Col2 56 0.04 0.00 0.00 0.04 0.04 Col2 57 0.04 0.00 0.00 0.04 0.04 Col2 58 0.04 0.00 0.00 0.04 0.04 Col2 59 0.01 0.00 0.00 0.01 0.01 Col2 60 0.01 0.00 0.00 0.01 0.01 Col2 61 0.05 0.00 0.00 0.05 0.05 Col2 62 0.06 0.00 0.00 0.06 0.06 Col2 63 0.06 0.00 0.00 0.06 0.06 Col2 64 0.07 0.00 0.00 0.07 0.07 Col2 65 0.05 0.00 0.00 0.05 0.05 Col2 66 0.06 0.00 0.00 0.06 0.06 Col2 67 0.04 0.00 0.00 0.04 0.04 Col2 68 0.05 0.00 0.00 0.05 0.05 Col2 69 0.06 0.00 0.00 0.06 0.06 Col2 70 0.07 0.00 0.00 0.07 0.07 Col2 71 0.04 0.00 0.00 0.04 0.04 Col2 72 0.06 0.00 0.00 0.06 0.06 Col2 73 0.02 0.00 0.00 0.02 0.02 Col2 74 0.01 0.00 0.00 0.01 0.01 Col2 75 0.01 0.00 0.00 0.01 0.01 Col2 76 0.00 0.00 0.00 0.00 0.00 Col2 77 0.02 0.00 0.00 0.02 0.02 Col2 78 0.01 0.00 0.00 0.01 0.01 Col2 79 0.09 0.00 0.00 0.09 0.09 Col2 80 0.08 0.00 0.00 0.08 0.08 Col2 81 0.08 0.00 0.00 0.08 0.08 Col2 82 0.06 0.00 0.00 0.06 0.06 Col2 83 0.08 0.00 0.00 0.08 0.08 Col2 84 0.09 0.00 0.00 0.09 0.09 Col2 85 0.00 0.10 0.70 0.70 0.70 Col2 86 0.00 0.11 0.78 0.77 0.77 Col2 87 0.02 0.10 0.70 0.71 0.71 Col2 88 0.02 0.11 0.78 0.79 0.79 Col2 89 0.01 0.10 0.70 0.69 0.69 Col2 90 0.00 0.10 0.70 0.71 0.71 Col2 91 0.01 0.11 0.78 0.77 0.77 Col2 92 0.00 0.11 0.78 0.78 0.78 Col2 93 0.08 0.00 0.00 0.08 0.08 Col2 94 0.08 0.00 0.00 0.08 0.08 Col3 1 0.03 0.00 0.00 0.03 0.03 Col3 2 0.10 0.00 0.00 0.10 0.10 Col3 3 0.09 0.00 0.00 0.09 0.09 Col3 4 0.12 0.00 0.00 0.12 0.12 Col3 5 0.08 0.00 0.00 0.08 0.08 Col3 6 0.08 0.00 0.00 0.08 0.08 Col3 7 0.01 0.10 0.70 0.70 0.70 Col3 8 0.01 0.11 0.81 0.81 0.81 Col3 9 0.00 0.10 0.70 0.70 0.70 Col3 10 0.00 0.11 0.81 0.81 0.81 Col3 11 0.01 0.10 0.70 0.71 0.71 Page 135 Of 198 Col3 12 0.01 0.11 0.81 0.82 0.82 Col3 13 0.02 0.10 0.70 0.71 0.71 Col3 14 0.02 0.11 0.81 0.82 0.82 Col3 15 0.01 0.10 0.70 0.70 0.70 Col3 16 0.02 0.10 0.70 0.69 0.69 Col3 17 0.01 0.11 0.81 0.81 0.81 Col3 18 0.02 0.11 0.81 0.79 0.79 Col3 19 0.06 0.08 0.53 0.56 0.56 Col3 20 0.06 0.09 0.61 0.64 0.64 Col3 21 0.07 0.08 0.53 0.56 0.56 Col3 22 0.07 0.09 0.61 0.64 0.64 Col3 23 0.07 0.08 0.53 0.56 0.56 Col3 24 0.07 0.09 0.61 0.64 0.64 Col3 25 0.08 0.08 0.53 0.57 0.57 Col3 26 0.08 0.09 0.61 0.65 0.65 Col3 27 0.06 0.08 0.53 0.56 0.56 Col3 28 0.05 0.08 0.53 0.55 0.55 Col3 29 0.06 0.09 0.61 0.64 0.64 Col3 30 0.05 0.09 0.61 0.63 0.63 Col3 31 0.06 0.08 0.53 0.55 0.55 Col3 32 0.06 0.09 0.61 0.63 0.63 Col3 33 0.06 0.08 0.53 0.56 0.56 Col3 34 0.06 0.09 0.61 0.64 0.64 Col3 35 0.07 0.08 0.53 0.56 0.56 Col3 36 0.07 0.09 0.61 0.64 0.64 Col3 37 0.07 0.08 0.53 0.56 0.56 Col3 38 0.07 0.09 0.61 0.64 0.64 Col3 39 0.06 0.08 0.53 0.55 0.55 Col3 40 0.04 0.08 0.53 0.55 0.55 Col3 41 0.06 0.09 0.61 0.64 0.64 Col3 42 0.04 0.09 0.61 0.63 0.63 Col3 43 0.01 0.10 0.70 0.69 0.69 Col3 44 0.01 0.11 0.81 0.80 0.80 Col3 45 0.01 0.10 0.70 0.70 0.70 Col3 46 0.01 0.11 0.81 0.80 0.80 Col3 47 0.00 0.10 0.70 0.70 0.70 Col3 48 0.00 0.11 0.81 0.81 0.81 Col3 49 0.01 0.10 0.70 0.71 0.71 Col3 50 0.01 0.11 0.81 0.81 0.81 Col3 51 0.01 0.10 0.70 0.69 0.69 Col3 52 0.02 0.10 0.70 0.68 0.68 Col3 53 0.01 0.11 0.81 0.80 0.80 Col3 54 0.02 0.11 0.81 0.79 0.79 Col3 55 0.04 0.00 0.00 0.04 0.04 Col3 56 0.09 0.00 0.00 0.09 0.09 Col3 57 0.04 0.00 0.00 0.04 0.04 Col3 58 0.08 0.00 0.00 0.08 0.08 Col3 59 0.01 0.00 0.00 0.01 0.01 Col3 60 0.06 0.00 0.00 0.06 0.06 Col3 61 0.06 0.00 0.00 0.06 0.06 Col3 62 0.07 0.00 0.00 0.07 0.07 Col3 63 0.07 0.00 0.00 0.07 0.07 Col3 64 0.08 0.00 0.00 0.08 0.08 Col3 65 0.06 0.00 0.00 0.06 0.06 Col3 66 0.05 0.00 0.00 0.05 0.05 Col3 67 0.06 0.00 0.00 0.06 0.06 Col3 68 0.07 0.00 0.00 0.07 0.07 Col3 69 0.06 0.00 0.00 0.06 0.06 Col3 70 0.07 0.00 0.00 0.07 0.07 Col3 71 0.06 0.00 0.00 0.06 0.06 Page 136 Of 198 Col3 72 0.04 0.00 0.00 0.04 0.04 Col3 73 0.01 0.00 0.00 0.01 0.01 Col3 74 0.00 0.00 0.00 0.00 0.00 Col3 75 0.01 0.00 0.00 0.01 0.01 Col3 76 0.01 0.00 0.00 0.01 0.01 Col3 77 0.01 0.00 0.00 0.01 0.01 Col3 78 0.02 0.00 0.00 0.02 0.02 Col3 79 0.08 0.00 0.00 0.08 0.08 Col3 80 0.09 0.00 0.00 0.09 0.09 Col3 81 0.06 0.00 0.00 0.06 0.06 Col3 82 0.08 0.00 0.00 0.08 0.08 Col3 83 0.09 0.00 0.00 0.09 0.09 Col3 84 0.08 0.00 0.00 0.08 0.08 Col3 85 0.02 0.10 0.70 0.71 0.71 Col3 86 0.02 0.11 0.81 0.82 0.82 Col3 87 0.03 0.10 0.70 0.72 0.72 Col3 88 0.03 0.11 0.81 0.82 0.82 Col3 89 0.01 0.10 0.70 0.71 0.71 Col3 90 0.01 0.10 0.70 0.69 0.69 Col3 91 0.01 0.11 0.81 0.81 0.81 Col3 92 0.01 0.11 0.81 0.80 0.80 Col3 93 0.08 0.00 0.00 0.08 0.08 Col3 94 0.12 0.00 0.00 0.12 0.12 Col4 1 0.03 0.00 0.00 0.03 0.03 Col4 2 0.09 0.00 0.00 0.09 0.09 Col4 3 0.09 0.00 0.00 0.09 0.09 Col4 4 0.11 0.00 0.00 0.11 0.11 Col4 5 0.08 0.00 0.00 0.08 0.08 Col4 6 0.07 0.00 0.00 0.07 0.07 Col4 7 0.07 0.06 0.80 0.82 0.82 Col4 8 0.07 0.07 0.92 0.94 0.94 Col4 9 0.01 0.06 0.80 0.78 0.78 Col4 10 0.01 0.07 0.92 0.90 0.90 Col4 11 0.08 0.06 0.80 0.82 0.82 Col4 12 0.08 0.07 0.92 0.96 0.96 Col4 13 0.01 0.06 0.80 0.79 0.79 Col4 14 0.01 0.07 0.92 0.91 0.91 Col4 15 0.00 0.06 0.80 0.80 0.80 Col4 16 0.01 0.06 0.80 0.78 0.78 Col4 17 0.00 0.07 0.92 0.91 0.91 Col4 18 0.01 0.07 0.92 0.90 0.90 Col4 19 0.11 0.04 0.60 0.63 0.63 Col4 20 0.11 0.05 0.69 0.72 0.72 Col4 21 0.05 0.04 0.60 0.61 0.61 Col4 22 0.05 0.05 0.69 0.70 0.70 Col4 23 0.12 0.04 0.60 0.63 0.63 Col4 24 0.12 0.05 0.69 0.72 0.72 Col4 25 0.06 0.04 0.60 0.61 0.61 Col4 26 0.06 0.05 0.69 0.70 0.70 Col4 27 0.06 0.04 0.60 0.61 0.61 Col4 28 0.05 0.04 0.60 0.61 0.61 Col4 29 0.06 0.05 0.69 0.70 0.70 Col4 30 0.05 0.05 0.69 0.70 0.70 Col4 31 0.10 0.04 0.60 0.63 0.63 Col4 32 0.10 0.05 0.69 0.72 0.72 Col4 33 0.04 0.04 0.60 0.61 0.61 Col4 34 0.04 0.05 0.69 0.70 0.70 Col4 35 0.11 0.04 0.60 0.63 0.63 Col4 36 0.11 0.05 0.69 0.72 0.72 Col4 37 0.05 0.04 0.60 0.61 0.61 Page 137 Of 198 Col4 38 0.05 0.05 0.69 0.70 0.70 Col4 39 0.05 0.04 0.60 0.61 0.61 Col4 40 0.04 0.04 0.60 0.61 0.61 Col4 41 0.05 0.05 0.69 0.70 0.70 Col4 42 0.04 0.05 0.69 0.70 0.70 Col4 43 0.06 0.06 0.80 0.81 0.81 Col4 44 0.06 0.07 0.92 0.93 0.93 Col4 45 0.01 0.06 0.80 0.77 0.77 Col4 46 0.01 0.07 0.92 0.89 0.89 Col4 47 0.07 0.06 0.80 0.82 0.82 Col4 48 0.07 0.07 0.92 0.94 0.94 Col4 49 0.01 0.06 0.80 0.78 0.78 Col4 50 0.01 0.07 0.92 0.90 0.90 Col4 51 0.01 0.06 0.80 0.79 0.79 Col4 52 0.01 0.06 0.80 0.77 0.77 Col4 53 0.01 0.07 0.92 0.90 0.90 Col4 54 0.01 0.07 0.92 0.89 0.89 Col4 55 0.17 0.00 0.00 0.17 0.17 Col4 56 0.04 0.00 0.00 0.04 0.04 Col4 57 0.13 0.00 0.00 0.13 0.13 Col4 58 0.04 0.00 0.00 0.04 0.04 Col4 59 0.14 0.00 0.00 0.14 0.14 Col4 60 0.01 0.00 0.00 0.01 0.01 Col4 61 0.11 0.00 0.00 0.11 0.11 Col4 62 0.12 0.00 0.00 0.12 0.12 Col4 63 0.05 0.00 0.00 0.05 0.05 Col4 64 0.06 0.00 0.00 0.06 0.06 Col4 65 0.06 0.00 0.00 0.06 0.06 Col4 66 0.05 0.00 0.00 0.05 0.05 Col4 67 0.10 0.00 0.00 0.10 0.10 Col4 68 0.11 0.00 0.00 0.11 0.11 Col4 69 0.04 0.00 0.00 0.04 0.04 Col4 70 0.05 0.00 0.00 0.05 0.05 Col4 71 0.05 0.00 0.00 0.05 0.05 Col4 72 0.04 0.00 0.00 0.04 0.04 Col4 73 0.06 0.00 0.00 0.06 0.06 Col4 74 0.07 0.00 0.00 0.07 0.07 Col4 75 0.01 0.00 0.00 0.01 0.01 Col4 76 0.01 0.00 0.00 0.01 0.01 Col4 77 0.01 0.00 0.00 0.01 0.01 Col4 78 0.01 0.00 0.00 0.01 0.01 Col4 79 0.06 0.00 0.00 0.06 0.06 Col4 80 0.09 0.00 0.00 0.09 0.09 Col4 81 0.06 0.00 0.00 0.06 0.06 Col4 82 0.09 0.00 0.00 0.09 0.09 Col4 83 0.09 0.00 0.00 0.09 0.09 Col4 84 0.06 0.00 0.00 0.06 0.06 Col4 85 0.09 0.06 0.80 0.82 0.82 Col4 86 0.09 0.07 0.92 0.96 0.96 Col4 87 0.00 0.06 0.80 0.80 0.80 Col4 88 0.00 0.07 0.92 0.92 0.92 Col4 89 0.01 0.06 0.80 0.80 0.80 Col4 90 0.01 0.06 0.80 0.79 0.79 Col4 91 0.01 0.07 0.92 0.92 0.92 Col4 92 0.01 0.07 0.92 0.91 0.91 Col4 93 0.17 0.00 0.00 0.17 0.17 Col4 94 0.08 0.00 0.00 0.08 0.08 ----- ---- ----- ----- ------ ------ ------ ----- Raf1 1 0.00 0.04 0.16 0.16 0.16 Raf1 2 0.00 0.14 0.57 0.57 0.57 Page 138 Of 198 Raf1 3 0.00 0.12 0.52 0.52 0.52 Raf1 4 0.00 0.16 0.67 0.67 0.67 Raf1 5 0.00 0.11 0.47 0.47 0.47 Raf1 6 0.00 0.10 0.43 0.43 0.43 Raf1 7 0.01 0.05 0.20 0.21 0.21 Raf1 8 0.01 0.05 0.20 0.21 0.21 Raf1 9 0.01 0.02 0.08 0.08 0.08 Raf1 10 0.01 0.02 0.08 0.08 0.08 Raf1 11 0.02 0.03 0.11 0.13 0.13 Raf1 12 0.02 0.03 0.11 0.13 0.13 Raf1 13 0.00 0.00 0.02 0.02 0.02 Raf1 14 0.00 0.00 0.02 0.02 0.02 Raf1 15 0.01 0.05 0.20 0.20 0.20 Raf1 16 0.01 0.02 0.08 0.08 0.08 Raf1 17 0.01 0.05 0.20 0.20 0.20 Raf1 18 0.01 0.02 0.08 0.08 0.08 Raf1 19 0.01 0.06 0.24 0.24 0.24 Raf1 20 0.01 0.06 0.24 0.24 0.24 Raf1 21 0.01 0.08 0.33 0.34 0.34 Raf1 22 0.01 0.08 0.33 0.34 0.34 Raf1 23 0.02 0.07 0.30 0.31 0.31 Raf1 24 0.02 0.07 0.30 0.31 0.31 Raf1 25 0.00 0.10 0.40 0.40 0.40 Raf1 26 0.00 0.10 0.40 0.40 0.40 Raf1 27 0.01 0.06 0.24 0.24 0.24 Raf1 28 0.01 0.08 0.33 0.34 0.34 Raf1 29 0.01 0.06 0.24 0.24 0.24 Raf1 30 0.01 0.08 0.33 0.34 0.34 Raf1 31 0.01 0.05 0.20 0.20 0.20 Raf1 32 0.01 0.05 0.20 0.20 0.20 Raf1 33 0.01 0.07 0.29 0.30 0.30 Raf1 34 0.01 0.07 0.29 0.30 0.30 Raf1 35 0.02 0.06 0.27 0.27 0.27 Raf1 36 0.02 0.06 0.27 0.27 0.27 Raf1 37 0.00 0.09 0.36 0.36 0.36 Raf1 38 0.00 0.09 0.36 0.36 0.36 Raf1 39 0.01 0.05 0.20 0.21 0.21 Raf1 40 0.01 0.07 0.29 0.30 0.30 Raf1 41 0.01 0.05 0.20 0.21 0.21 Raf1 42 0.01 0.07 0.29 0.30 0.30 Raf1 43 0.01 0.06 0.24 0.25 0.25 Raf1 44 0.01 0.06 0.24 0.25 0.25 Raf1 45 0.01 0.03 0.12 0.12 0.12 Raf1 46 0.01 0.03 0.12 0.12 0.12 Raf1 47 0.02 0.04 0.16 0.17 0.17 Raf1 48 0.02 0.04 0.16 0.17 0.17 Raf1 49 0.00 0.01 0.03 0.03 0.03 Raf1 50 0.00 0.01 0.03 0.03 0.03 Raf1 51 0.01 0.06 0.24 0.24 0.24 Raf1 52 0.01 0.03 0.12 0.12 0.12 Raf1 53 0.01 0.06 0.24 0.24 0.24 Raf1 54 0.01 0.03 0.12 0.12 0.12 Raf1 55 0.03 0.05 0.19 0.20 0.20 Raf1 56 0.01 0.05 0.19 0.20 0.20 Raf1 57 0.02 0.04 0.18 0.19 0.19 Raf1 58 0.01 0.04 0.18 0.19 0.19 Raf1 59 0.03 0.01 0.04 0.05 0.05 Raf1 60 0.01 0.01 0.05 0.05 0.05 Raf1 61 0.01 0.06 0.24 0.24 0.24 Raf1 62 0.02 0.07 0.30 0.31 0.31 Page 139 Of 198 Raf1 63 0.01 0.08 0.33 0.34 0.34 Raf1 64 0.00 0.10 0.40 0.40 0.40 Raf1 65 0.01 0.06 0.24 0.24 0.24 Raf1 66 0.01 0.08 0.33 0.34 0.34 Raf1 67 0.01 0.05 0.20 0.20 0.20 Raf1 68 0.02 0.06 0.27 0.27 0.27 Raf1 69 0.01 0.07 0.29 0.30 0.30 Raf1 70 0.00 0.09 0.36 0.36 0.36 Raf1 71 0.01 0.05 0.20 0.21 0.21 Raf1 72 0.01 0.07 0.29 0.30 0.30 Raf1 73 0.01 0.06 0.24 0.25 0.25 Raf1 74 0.02 0.04 0.16 0.17 0.17 Raf1 75 0.01 0.03 0.12 0.12 0.12 Raf1 76 0.00 0.01 0.03 0.03 0.03 Raf1 77 0.01 0.06 0.24 0.24 0.24 Raf1 78 0.01 0.03 0.12 0.12 0.12 Raf1 79 0.00 0.13 0.55 0.55 0.55 Raf1 80 0.00 0.10 0.40 0.40 0.40 Raf1 81 0.00 0.12 0.45 0.45 0.45 Raf1 82 0.00 0.08 0.31 0.31 0.31 Raf1 83 0.00 0.10 0.40 0.40 0.40 Raf1 84 0.00 0.13 0.55 0.55 0.55 Raf1 85 0.02 0.01 0.05 0.07 0.07 Raf1 86 0.02 0.01 0.05 0.07 0.07 Raf1 87 0.00 0.02 0.07 0.08 0.08 Raf1 88 0.00 0.02 0.07 0.08 0.08 Raf1 89 0.01 0.03 0.14 0.14 0.14 Raf1 90 0.01 0.00 0.02 0.02 0.02 Raf1 91 0.01 0.03 0.14 0.14 0.14 Raf1 92 0.01 0.00 0.02 0.02 0.02 Raf1 93 0.02 0.11 0.44 0.45 0.45 Raf1 94 0.01 0.11 0.45 0.45 0.45 Raf2 1 0.00 0.04 0.16 0.16 0.16 Raf2 2 0.00 0.14 0.57 0.57 0.57 Raf2 3 0.00 0.12 0.52 0.52 0.52 Raf2 4 0.00 0.16 0.67 0.67 0.67 Raf2 5 0.00 0.11 0.47 0.47 0.47 Raf2 6 0.00 0.10 0.43 0.43 0.43 Raf2 7 0.01 0.02 0.08 0.09 0.09 Raf2 8 0.01 0.02 0.08 0.09 0.09 Raf2 9 0.01 0.05 0.20 0.20 0.20 Raf2 10 0.01 0.05 0.20 0.20 0.20 Raf2 11 0.02 0.00 0.02 0.03 0.03 Raf2 12 0.02 0.00 0.02 0.03 0.03 Raf2 13 0.02 0.03 0.11 0.12 0.12 Raf2 14 0.02 0.03 0.11 0.12 0.12 Raf2 15 0.01 0.02 0.08 0.08 0.08 Raf2 16 0.01 0.05 0.20 0.20 0.20 Raf2 17 0.01 0.02 0.08 0.08 0.08 Raf2 18 0.01 0.05 0.20 0.20 0.20 Raf2 19 0.01 0.08 0.33 0.33 0.33 Raf2 20 0.01 0.08 0.33 0.33 0.33 Raf2 21 0.01 0.06 0.24 0.24 0.24 Raf2 22 0.01 0.06 0.24 0.24 0.24 Raf2 23 0.02 0.10 0.40 0.40 0.40 Raf2 24 0.02 0.10 0.40 0.40 0.40 Raf2 25 0.02 0.07 0.31 0.31 0.31 Raf2 26 0.02 0.07 0.31 0.31 0.31 Raf2 27 0.01 0.08 0.33 0.34 0.34 Raf2 28 0.01 0.06 0.24 0.24 0.24 Page 140 Of 198 Raf2 29 0.01 0.08 0.33 0.34 0.34 Raf2 30 0.01 0.06 0.24 0.24 0.24 Raf2 31 0.01 0.07 0.29 0.29 0.29 Raf2 32 0.01 0.07 0.29 0.29 0.29 Raf2 33 0.01 0.05 0.20 0.21 0.21 Raf2 34 0.01 0.05 0.20 0.21 0.21 Raf2 35 0.02 0.09 0.36 0.37 0.37 Raf2 36 0.02 0.09 0.36 0.37 0.37 Raf2 37 0.02 0.06 0.27 0.28 0.28 Raf2 38 0.02 0.06 0.27 0.28 0.28 Raf2 39 0.01 0.07 0.29 0.30 0.30 Raf2 40 0.01 0.05 0.20 0.21 0.21 Raf2 41 0.01 0.07 0.29 0.30 0.30 Raf2 42 0.01 0.05 0.20 0.21 0.21 Raf2 43 0.01 0.03 0.12 0.13 0.13 Raf2 44 0.01 0.03 0.12 0.13 0.13 Raf2 45 0.01 0.06 0.24 0.25 0.25 Raf2 46 0.01 0.06 0.24 0.25 0.25 Raf2 47 0.02 0.01 0.03 0.05 0.05 Raf2 48 0.02 0.01 0.03 0.05 0.05 Raf2 49 0.02 0.04 0.15 0.16 0.16 Raf2 50 0.02 0.04 0.15 0.16 0.16 Raf2 51 0.01 0.03 0.12 0.12 0.12 Raf2 52 0.01 0.06 0.24 0.24 0.24 Raf2 53 0.01 0.03 0.12 0.12 0.12 Raf2 54 0.01 0.06 0.24 0.24 0.24 Raf2 55 0.05 0.04 0.18 0.20 0.20 Raf2 56 0.02 0.05 0.20 0.20 0.20 Raf2 57 0.04 0.04 0.18 0.19 0.19 Raf2 58 0.01 0.04 0.19 0.19 0.19 Raf2 59 0.05 0.01 0.04 0.06 0.06 Raf2 60 0.02 0.01 0.05 0.06 0.06 Raf2 61 0.01 0.08 0.33 0.33 0.33 Raf2 62 0.02 0.10 0.40 0.40 0.40 Raf2 63 0.01 0.06 0.24 0.24 0.24 Raf2 64 0.02 0.07 0.31 0.31 0.31 Raf2 65 0.01 0.08 0.33 0.34 0.34 Raf2 66 0.01 0.06 0.24 0.24 0.24 Raf2 67 0.01 0.07 0.29 0.29 0.29 Raf2 68 0.02 0.09 0.36 0.37 0.37 Raf2 69 0.01 0.05 0.20 0.21 0.21 Raf2 70 0.02 0.06 0.27 0.28 0.28 Raf2 71 0.01 0.07 0.29 0.30 0.30 Raf2 72 0.01 0.05 0.20 0.21 0.21 Raf2 73 0.01 0.03 0.12 0.13 0.13 Raf2 74 0.02 0.01 0.03 0.05 0.05 Raf2 75 0.01 0.06 0.24 0.25 0.25 Raf2 76 0.02 0.04 0.15 0.16 0.16 Raf2 77 0.01 0.03 0.12 0.12 0.12 Raf2 78 0.01 0.06 0.24 0.24 0.24 Raf2 79 0.00 0.10 0.40 0.40 0.40 Raf2 80 0.00 0.13 0.55 0.55 0.55 Raf2 81 0.00 0.08 0.31 0.31 0.31 Raf2 82 0.00 0.12 0.45 0.45 0.45 Raf2 83 0.00 0.13 0.55 0.55 0.55 Raf2 84 0.00 0.10 0.40 0.40 0.40 Raf2 85 0.02 0.02 0.07 0.08 0.08 Raf2 86 0.02 0.02 0.07 0.08 0.08 Raf2 87 0.02 0.01 0.05 0.06 0.06 Raf2 88 0.02 0.01 0.05 0.06 0.06 Page 141 Of 198 Raf2 89 0.01 0.00 0.01 0.02 0.02 Raf2 90 0.01 0.03 0.14 0.14 0.14 Raf2 91 0.01 0.00 0.01 0.02 0.02 Raf2 92 0.01 0.03 0.14 0.14 0.14 Raf2 93 0.04 0.11 0.44 0.46 0.46 Raf2 94 0.01 0.11 0.45 0.46 0.46 COLUMN REACTIONS: ----------------- Load In_Plane --Out_Plane_Horz-- Id Id Vert(k ) Horz(k ) Base(k ) Roof(k ) ----- ---- -------- -------- -------- -------- Col1 1 1.49 0.00 0.00 0.00 Col1 2 4.03 0.00 0.00 0.00 Col1 3 3.72 0.00 0.00 0.00 Col1 4 4.68 0.00 0.00 0.00 Col1 5 3.40 0.00 0.00 0.00 Col1 6 3.16 0.00 0.00 0.00 Col1 7 -0.84 0.00 -1.88 -1.88 Col1 8 -0.84 0.00 2.19 2.19 Col1 9 -0.03 0.00 -1.88 -1.88 Col1 10 -0.03 0.00 2.19 2.19 Col1 11 -0.24 0.00 -1.88 -1.88 Col1 12 -0.24 0.00 2.19 2.19 Col1 13 0.56 0.00 -1.88 -1.88 Col1 14 0.56 0.00 2.19 2.19 Col1 15 -0.90 0.00 -1.88 -1.88 Col1 16 -0.03 0.00 -1.88 -1.88 Col1 17 -0.90 0.00 2.19 2.19 Col1 18 -0.03 0.00 2.19 2.19 Col1 19 1.94 0.00 -1.41 -1.41 Col1 20 1.94 0.00 1.64 1.64 Col1 21 2.54 0.00 -1.41 -1.41 Col1 22 2.54 0.00 1.64 1.64 Col1 23 2.39 0.00 -1.41 -1.41 Col1 24 2.39 0.00 1.64 1.64 Col1 25 2.99 0.00 -1.41 -1.41 Col1 26 2.99 0.00 1.64 1.64 Col1 27 1.89 0.00 -1.41 -1.41 Col1 28 2.54 0.00 -1.41 -1.41 Col1 29 1.89 0.00 1.64 1.64 Col1 30 2.54 0.00 1.64 1.64 Col1 31 1.70 0.00 -1.41 -1.41 Col1 32 1.70 0.00 1.64 1.64 Col1 33 2.30 0.00 -1.41 -1.41 Col1 34 2.30 0.00 1.64 1.64 Col1 35 2.15 0.00 -1.41 -1.41 Col1 36 2.15 0.00 1.64 1.64 Col1 37 2.75 0.00 -1.41 -1.41 Col1 38 2.75 0.00 1.64 1.64 Col1 39 1.66 0.00 -1.41 -1.41 Col1 40 2.30 0.00 -1.41 -1.41 Col1 41 1.66 0.00 1.64 1.64 Col1 42 2.30 0.00 1.64 1.64 Col1 43 -1.28 0.00 -1.88 -1.88 Col1 44 -1.28 0.00 2.19 2.19 Col1 45 -0.47 0.00 -1.88 -1.88 Col1 46 -0.47 0.00 2.19 2.19 Col1 47 -0.69 0.00 -1.88 -1.88 Page 142 Of 198 Col1 48 -0.69 0.00 2.19 2.19 Col1 49 0.12 0.00 -1.88 -1.88 Col1 50 0.12 0.00 2.19 2.19 Col1 51 -1.34 0.00 -1.88 -1.88 Col1 52 -0.48 0.00 -1.88 -1.88 Col1 53 -1.34 0.00 2.19 2.19 Col1 54 -0.48 0.00 2.19 2.19 Col1 55 1.74 0.00 0.00 0.00 Col1 56 1.70 0.00 0.00 0.00 Col1 57 1.67 0.00 0.00 0.00 Col1 58 1.64 0.00 0.00 0.00 Col1 59 0.52 0.00 0.00 0.00 Col1 60 0.48 0.00 0.00 0.00 Col1 61 1.94 0.00 0.00 0.00 Col1 62 2.39 0.00 0.00 0.00 Col1 63 2.54 0.00 0.00 0.00 Col1 64 2.99 0.00 0.00 0.00 Col1 65 1.89 0.00 0.00 0.00 Col1 66 2.54 0.00 0.00 0.00 Col1 67 1.70 0.00 0.00 0.00 Col1 68 2.15 0.00 0.00 0.00 Col1 69 2.30 0.00 0.00 0.00 Col1 70 2.75 0.00 0.00 0.00 Col1 71 1.66 0.00 0.00 0.00 Col1 72 2.30 0.00 0.00 0.00 Col1 73 -1.28 0.00 0.00 0.00 Col1 74 -0.69 0.00 0.00 0.00 Col1 75 -0.47 0.00 0.00 0.00 Col1 76 0.12 0.00 0.00 0.00 Col1 77 -1.34 0.00 0.00 0.00 Col1 78 -0.48 0.00 0.00 0.00 Col1 79 3.67 0.00 0.00 0.00 Col1 80 2.51 0.00 0.00 0.00 Col1 81 3.81 0.00 0.00 0.00 Col1 82 2.65 0.00 0.00 0.00 Col1 83 2.51 0.00 0.00 0.00 Col1 84 3.67 0.00 0.00 0.00 Col1 85 0.14 0.00 -1.88 -1.88 Col1 86 0.14 0.00 2.19 2.19 Col1 87 0.94 0.00 -1.88 -1.88 Col1 88 0.94 0.00 2.19 2.19 Col1 89 -0.51 0.00 -1.88 -1.88 Col1 90 0.35 0.00 -1.88 -1.88 Col1 91 -0.51 0.00 2.19 2.19 Col1 92 0.35 0.00 2.19 2.19 Col1 93 3.34 0.00 0.00 0.00 Col1 94 3.31 0.00 0.00 0.00 Col2 1 3.46 0.00 0.00 0.00 Col2 2 10.18 0.00 0.00 0.00 Col2 3 9.34 0.00 0.00 0.00 Col2 4 11.88 0.00 0.00 0.00 Col2 5 8.50 0.00 0.00 0.00 Col2 6 7.87 0.00 0.00 0.00 Col2 7 -2.66 0.00 -5.03 -5.03 Col2 8 -2.66 0.00 5.55 5.55 Col2 9 -0.54 0.00 -5.03 -5.03 Col2 10 -0.54 0.00 5.55 5.55 Col2 11 -1.17 0.00 -5.03 -5.03 Col2 12 -1.17 0.00 5.55 5.55 Col2 13 0.96 0.00 -5.03 -5.03 Page 143 Of 198 Col2 14 0.96 0.00 5.55 5.55 Col2 15 -2.60 0.00 -5.03 -5.03 Col2 16 -0.53 0.00 -5.03 -5.03 Col2 17 -2.60 0.00 5.55 5.55 Col2 18 -0.53 0.00 5.55 5.55 Col2 19 4.67 0.00 -3.77 -3.77 Col2 20 4.67 0.00 4.16 4.16 Col2 21 6.26 0.00 -3.77 -3.77 Col2 22 6.26 0.00 4.16 4.16 Col2 23 5.79 0.00 -3.77 -3.77 Col2 24 5.79 0.00 4.16 4.16 Col2 25 7.38 0.00 -3.77 -3.77 Col2 26 7.38 0.00 4.16 4.16 Col2 27 4.71 0.00 -3.77 -3.77 Col2 28 6.26 0.00 -3.77 -3.77 Col2 29 4.71 0.00 4.16 4.16 Col2 30 6.26 0.00 4.16 4.16 Col2 31 4.04 0.00 -3.77 -3.77 Col2 32 4.04 0.00 4.16 4.16 Col2 33 5.63 0.00 -3.77 -3.77 Col2 34 5.63 0.00 4.16 4.16 Col2 35 5.16 0.00 -3.77 -3.77 Col2 36 5.16 0.00 4.16 4.16 Col2 37 6.75 0.00 -3.77 -3.77 Col2 38 6.75 0.00 4.16 4.16 Col2 39 4.08 0.00 -3.77 -3.77 Col2 40 5.63 0.00 -3.77 -3.77 Col2 41 4.08 0.00 4.16 4.16 Col2 42 5.63 0.00 4.16 4.16 Col2 43 -3.64 0.00 -5.03 -5.03 Col2 44 -3.64 0.00 5.55 5.55 Col2 45 -1.52 0.00 -5.03 -5.03 Col2 46 -1.52 0.00 5.55 5.55 Col2 47 -2.15 0.00 -5.03 -5.03 Col2 48 -2.15 0.00 5.55 5.55 Col2 49 -0.03 0.00 -5.03 -5.03 Col2 50 -0.03 0.00 5.55 5.55 Col2 51 -3.58 0.00 -5.03 -5.03 Col2 52 -1.52 0.00 -5.03 -5.03 Col2 53 -3.58 0.00 5.55 5.55 Col2 54 -1.52 0.00 5.55 5.55 Col2 55 3.96 0.00 0.00 0.00 Col2 56 4.01 0.00 0.00 0.00 Col2 57 3.83 0.00 0.00 0.00 Col2 58 3.86 0.00 0.00 0.00 Col2 59 1.08 0.00 0.00 0.00 Col2 60 1.13 0.00 0.00 0.00 Col2 61 4.67 0.00 0.00 0.00 Col2 62 5.79 0.00 0.00 0.00 Col2 63 6.26 0.00 0.00 0.00 Col2 64 7.38 0.00 0.00 0.00 Col2 65 4.71 0.00 0.00 0.00 Col2 66 6.26 0.00 0.00 0.00 Col2 67 4.04 0.00 0.00 0.00 Col2 68 5.16 0.00 0.00 0.00 Col2 69 5.63 0.00 0.00 0.00 Col2 70 6.75 0.00 0.00 0.00 Col2 71 4.08 0.00 0.00 0.00 Col2 72 5.63 0.00 0.00 0.00 Col2 73 -3.64 0.00 0.00 0.00 Page 144 Of 198 Col2 74 -2.15 0.00 0.00 0.00 Col2 75 -1.52 0.00 0.00 0.00 Col2 76 -0.03 0.00 0.00 0.00 Col2 77 -3.58 0.00 0.00 0.00 Col2 78 -1.52 0.00 0.00 0.00 Col2 79 9.60 0.00 0.00 0.00 Col2 80 7.64 0.00 0.00 0.00 Col2 81 8.11 0.00 0.00 0.00 Col2 82 6.15 0.00 0.00 0.00 Col2 83 7.64 0.00 0.00 0.00 Col2 84 9.60 0.00 0.00 0.00 Col2 85 -0.16 0.00 -5.03 -5.03 Col2 86 -0.16 0.00 5.55 5.55 Col2 87 1.96 0.00 -5.03 -5.03 Col2 88 1.96 0.00 5.55 5.55 Col2 89 -1.59 0.00 -5.03 -5.03 Col2 90 0.47 0.00 -5.03 -5.03 Col2 91 -1.59 0.00 5.55 5.55 Col2 92 0.47 0.00 5.55 5.55 Col2 93 8.24 0.00 0.00 0.00 Col2 94 8.27 0.00 0.00 0.00 Col3 1 3.46 0.00 0.00 0.00 Col3 2 10.18 0.00 0.00 0.00 Col3 3 9.34 0.00 0.00 0.00 Col3 4 11.88 0.00 0.00 0.00 Col3 5 8.50 0.00 0.00 0.00 Col3 6 7.87 0.00 0.00 0.00 Col3 7 -3.43 2.33 -5.03 -5.03 Col3 8 -3.43 2.33 5.55 5.55 Col3 9 0.18 0.00 -5.03 -5.03 Col3 10 0.18 0.00 5.55 5.55 Col3 11 -1.93 2.33 -5.03 -5.03 Col3 12 -1.93 2.33 5.55 5.55 Col3 13 1.68 0.00 -5.03 -5.03 Col3 14 1.68 0.00 5.55 5.55 Col3 15 -0.46 0.00 -5.03 -5.03 Col3 16 -2.68 0.06 -5.03 -5.03 Col3 17 -0.46 0.00 5.55 5.55 Col3 18 -2.68 0.06 5.55 5.55 Col3 19 4.09 1.75 -3.77 -3.77 Col3 20 4.09 1.75 4.16 4.16 Col3 21 6.80 0.00 -3.77 -3.77 Col3 22 6.80 0.00 4.16 4.16 Col3 23 5.21 1.75 -3.77 -3.77 Col3 24 5.21 1.75 4.16 4.16 Col3 25 7.92 0.00 -3.77 -3.77 Col3 26 7.92 0.00 4.16 4.16 Col3 27 6.32 0.00 -3.77 -3.77 Col3 28 4.65 0.05 -3.77 -3.77 Col3 29 6.32 0.00 4.16 4.16 Col3 30 4.65 0.05 4.16 4.16 Col3 31 3.46 1.75 -3.77 -3.77 Col3 32 3.46 1.75 4.16 4.16 Col3 33 6.17 0.00 -3.77 -3.77 Col3 34 6.17 0.00 4.16 4.16 Col3 35 4.58 1.75 -3.77 -3.77 Col3 36 4.58 1.75 4.16 4.16 Col3 37 7.29 0.00 -3.77 -3.77 Col3 38 7.29 0.00 4.16 4.16 Col3 39 5.69 0.00 -3.77 -3.77 Page 145 Of 198 Col3 40 4.02 0.05 -3.77 -3.77 Col3 41 5.69 0.00 4.16 4.16 Col3 42 4.02 0.05 4.16 4.16 Col3 43 -4.41 2.33 -5.03 -5.03 Col3 44 -4.41 2.33 5.55 5.55 Col3 45 -0.80 0.00 -5.03 -5.03 Col3 46 -0.80 0.00 5.55 5.55 Col3 47 -2.92 2.33 -5.03 -5.03 Col3 48 -2.92 2.33 5.55 5.55 Col3 49 0.69 0.00 -5.03 -5.03 Col3 50 0.69 0.00 5.55 5.55 Col3 51 -1.44 0.00 -5.03 -5.03 Col3 52 -3.66 0.06 -5.03 -5.03 Col3 53 -1.44 0.00 5.55 5.55 Col3 54 -3.66 0.06 5.55 5.55 Col3 55 -1.47 4.41 0.00 0.00 Col3 56 9.34 0.00 0.00 0.00 Col3 57 -0.21 3.28 0.00 0.00 Col3 58 7.83 0.00 0.00 0.00 Col3 59 -4.35 4.41 0.00 0.00 Col3 60 6.47 0.00 0.00 0.00 Col3 61 4.09 1.75 0.00 0.00 Col3 62 5.21 1.75 0.00 0.00 Col3 63 6.80 0.00 0.00 0.00 Col3 64 7.92 0.00 0.00 0.00 Col3 65 6.32 0.00 0.00 0.00 Col3 66 4.65 0.05 0.00 0.00 Col3 67 3.46 1.75 0.00 0.00 Col3 68 4.58 1.75 0.00 0.00 Col3 69 6.17 0.00 0.00 0.00 Col3 70 7.29 0.00 0.00 0.00 Col3 71 5.69 0.00 0.00 0.00 Col3 72 4.02 0.05 0.00 0.00 Col3 73 -4.41 2.33 0.00 0.00 Col3 74 -2.92 2.33 0.00 0.00 Col3 75 -0.80 0.00 0.00 0.00 Col3 76 0.69 0.00 0.00 0.00 Col3 77 -1.44 0.00 0.00 0.00 Col3 78 -3.66 0.06 0.00 0.00 Col3 79 7.64 0.00 0.00 0.00 Col3 80 9.60 0.00 0.00 0.00 Col3 81 6.15 0.00 0.00 0.00 Col3 82 8.11 0.00 0.00 0.00 Col3 83 9.60 0.00 0.00 0.00 Col3 84 7.64 0.00 0.00 0.00 Col3 85 -0.93 2.33 -5.03 -5.03 Col3 86 -0.93 2.33 5.55 5.55 Col3 87 2.69 0.00 -5.03 -5.03 Col3 88 2.69 0.00 5.55 5.55 Col3 89 0.55 0.00 -5.03 -5.03 Col3 90 -1.67 0.06 -5.03 -5.03 Col3 91 0.55 0.00 5.55 5.55 Col3 92 -1.67 0.06 5.55 5.55 Col3 93 4.20 3.28 0.00 0.00 Col3 94 12.24 0.00 0.00 0.00 Col4 1 1.49 0.00 0.00 0.00 Col4 2 4.03 0.00 0.00 0.00 Col4 3 3.72 0.00 0.00 0.00 Col4 4 4.68 0.00 0.00 0.00 Col4 5 3.40 0.00 0.00 0.00 Page 146 Of 198 Col4 6 3.16 0.00 0.00 0.00 Col4 7 2.86 0.00 -2.56 -2.56 Col4 8 2.86 0.00 2.94 2.94 Col4 9 -3.68 2.33 -2.56 -2.56 Col4 10 -3.68 2.33 2.94 2.94 Col4 11 3.45 0.00 -2.56 -2.56 Col4 12 3.45 0.00 2.94 2.94 Col4 13 -3.08 2.33 -2.56 -2.56 Col4 14 -3.08 2.33 2.94 2.94 Col4 15 -0.11 0.06 -2.56 -2.56 Col4 16 -0.82 0.00 -2.56 -2.56 Col4 17 -0.11 0.06 2.94 2.94 Col4 18 -0.82 0.00 2.94 2.94 Col4 19 4.71 0.00 -1.92 -1.92 Col4 20 4.71 0.00 2.21 2.21 Col4 21 -0.19 1.75 -1.92 -1.92 Col4 22 -0.19 1.75 2.21 2.21 Col4 23 5.16 0.00 -1.92 -1.92 Col4 24 5.16 0.00 2.21 2.21 Col4 25 0.25 1.75 -1.92 -1.92 Col4 26 0.25 1.75 2.21 2.21 Col4 27 2.48 0.05 -1.92 -1.92 Col4 28 1.95 0.00 -1.92 -1.92 Col4 29 2.48 0.05 2.21 2.21 Col4 30 1.95 0.00 2.21 2.21 Col4 31 4.47 0.00 -1.92 -1.92 Col4 32 4.47 0.00 2.21 2.21 Col4 33 -0.43 1.75 -1.92 -1.92 Col4 34 -0.43 1.75 2.21 2.21 Col4 35 4.92 0.00 -1.92 -1.92 Col4 36 4.92 0.00 2.21 2.21 Col4 37 0.01 1.75 -1.92 -1.92 Col4 38 0.01 1.75 2.21 2.21 Col4 39 2.24 0.05 -1.92 -1.92 Col4 40 1.72 0.00 -1.92 -1.92 Col4 41 2.24 0.05 2.21 2.21 Col4 42 1.72 0.00 2.21 2.21 Col4 43 2.42 0.00 -2.56 -2.56 Col4 44 2.42 0.00 2.94 2.94 Col4 45 -4.12 2.33 -2.56 -2.56 Col4 46 -4.12 2.33 2.94 2.94 Col4 47 3.01 0.00 -2.56 -2.56 Col4 48 3.01 0.00 2.94 2.94 Col4 49 -3.53 2.33 -2.56 -2.56 Col4 50 -3.53 2.33 2.94 2.94 Col4 51 -0.56 0.06 -2.56 -2.56 Col4 52 -1.26 0.00 -2.56 -2.56 Col4 53 -0.56 0.06 2.94 2.94 Col4 54 -1.26 0.00 2.94 2.94 Col4 55 7.17 0.00 0.00 0.00 Col4 56 -3.65 4.41 0.00 0.00 Col4 57 5.71 0.00 0.00 0.00 Col4 58 -2.33 3.28 0.00 0.00 Col4 59 5.95 0.00 0.00 0.00 Col4 60 -4.86 4.41 0.00 0.00 Col4 61 4.71 0.00 0.00 0.00 Col4 62 5.16 0.00 0.00 0.00 Col4 63 -0.19 1.75 0.00 0.00 Col4 64 0.25 1.75 0.00 0.00 Col4 65 2.48 0.05 0.00 0.00 Page 147 Of 198 Col4 66 1.95 0.00 0.00 0.00 Col4 67 4.47 0.00 0.00 0.00 Col4 68 4.92 0.00 0.00 0.00 Col4 69 -0.43 1.75 0.00 0.00 Col4 70 0.01 1.75 0.00 0.00 Col4 71 2.24 0.05 0.00 0.00 Col4 72 1.72 0.00 0.00 0.00 Col4 73 2.42 0.00 0.00 0.00 Col4 74 3.01 0.00 0.00 0.00 Col4 75 -4.12 2.33 0.00 0.00 Col4 76 -3.53 2.33 0.00 0.00 Col4 77 -0.56 0.06 0.00 0.00 Col4 78 -1.26 0.00 0.00 0.00 Col4 79 2.51 0.00 0.00 0.00 Col4 80 3.67 0.00 0.00 0.00 Col4 81 2.65 0.00 0.00 0.00 Col4 82 3.81 0.00 0.00 0.00 Col4 83 3.67 0.00 0.00 0.00 Col4 84 2.51 0.00 0.00 0.00 Col4 85 3.84 0.00 -2.56 -2.56 Col4 86 3.84 0.00 2.94 2.94 Col4 87 -2.70 2.33 -2.56 -2.56 Col4 88 -2.70 2.33 2.94 2.94 Col4 89 0.27 0.06 -2.56 -2.56 Col4 90 -0.44 0.00 -2.56 -2.56 Col4 91 0.27 0.06 2.94 2.94 Col4 92 -0.44 0.00 2.94 2.94 Col4 93 7.38 0.00 0.00 0.00 Col4 94 -0.66 3.28 0.00 0.00 COLUMN DEFLECTIONS: ------------------- Load Deflection(in) Id Id Calc Limit ----- ---- ------ ------ Col1 95 0.00 3.27 Col1 96 0.00 3.27 Col1 97 0.00 3.27 Col1 98 0.00 3.27 Col1 99 0.00 3.27 Col1 100 0.00 3.27 Col1 101 0.00 3.27 Col1 102 0.00 3.27 Col1 103 0.00 3.27 Col1 104 0.00 3.27 Col1 105 0.00 3.27 Col1 106 0.00 3.27 Col1 107 0.00 3.27 Col1 108 -0.90 3.27 Col1 109 1.05 3.27 Col1 110 0.00 3.27 Col1 111 0.00 3.27 Col1 112 0.00 3.27 Col1 113 0.00 3.27 Col1 114 0.00 3.27 Col1 115 0.00 3.27 Col1 116 0.00 3.27 Col1 117 0.00 3.27 Col1 118 0.00 3.27 Col2 95 0.00 3.32 Page 148 Of 198 Col2 96 0.00 3.32 Col2 97 0.00 3.32 Col2 98 0.00 3.32 Col2 99 0.00 3.32 Col2 100 0.00 3.32 Col2 101 0.00 3.32 Col2 102 0.00 3.32 Col2 103 0.00 3.32 Col2 104 0.00 3.32 Col2 105 0.00 3.32 Col2 106 0.00 3.32 Col2 107 0.00 3.32 Col2 108 -1.91 3.32 Col2 109 2.10 3.32 Col2 110 0.00 3.32 Col2 111 0.00 3.32 Col2 112 0.00 3.32 Col2 113 0.00 3.32 Col2 114 0.00 3.32 Col2 115 0.00 3.32 Col2 116 0.00 3.32 Col2 117 0.00 3.32 Col2 118 0.00 3.32 Col3 95 0.00 3.32 Col3 96 0.00 3.32 Col3 97 0.00 3.32 Col3 98 0.00 3.32 Col3 99 0.00 3.32 Col3 100 0.00 3.32 Col3 101 0.00 3.32 Col3 102 0.00 3.32 Col3 103 0.00 3.32 Col3 104 0.00 3.32 Col3 105 0.00 3.32 Col3 106 0.00 3.32 Col3 107 0.00 3.32 Col3 108 -1.91 3.32 Col3 109 2.10 3.32 Col3 110 0.00 3.32 Col3 111 0.00 3.32 Col3 112 0.00 3.32 Col3 113 0.00 3.32 Col3 114 0.00 3.32 Col3 115 0.00 3.32 Col3 116 0.00 3.32 Col3 117 0.00 3.32 Col3 118 0.00 3.32 Col4 95 0.00 3.27 Col4 96 0.00 3.27 Col4 97 0.00 3.27 Col4 98 0.00 3.27 Col4 99 0.00 3.27 Col4 100 0.00 3.27 Col4 101 0.00 3.27 Col4 102 0.00 3.27 Col4 103 0.00 3.27 Col4 104 0.00 3.27 Col4 105 0.00 3.27 Col4 106 0.00 3.27 Col4 107 0.00 3.27 Page 149 Of 198 Col4 108 -1.23 3.27 Col4 109 1.41 3.27 Col4 110 0.00 3.27 Col4 111 0.00 3.27 Col4 112 0.00 3.27 Col4 113 0.00 3.27 Col4 114 0.00 3.27 Col4 115 0.00 3.27 Col4 116 0.00 3.27 Col4 117 0.00 3.27 Col4 118 0.00 3.27 RAFTER DEFLECTIONS: ------------------- Load Deflection(in) Id Id Calc Limit ----- ---- ------ ------ Raf1 95 -0.32 1.82 Raf1 96 -1.10 1.82 Raf1 97 -1.00 1.82 Raf1 98 -1.30 1.82 Raf1 99 -0.78 1.82 Raf1 100 -0.69 1.82 Raf1 101 -0.98 1.82 Raf1 102 0.28 1.82 Raf1 103 0.06 1.82 Raf1 104 0.14 1.82 Raf1 105 -0.08 1.82 Raf1 106 0.29 1.82 Raf1 107 0.06 1.82 Raf1 108 -0.20 1.82 Raf1 109 -0.20 1.82 Raf1 110 -0.38 1.82 Raf1 111 -0.35 1.82 Raf1 112 -0.88 1.82 Raf1 113 -0.86 1.82 Raf1 114 -0.10 1.82 Raf1 115 -0.08 1.82 Raf1 116 0.03 1.87 Raf1 117 -0.03 1.87 Raf1 118 -0.20 1.82 Raf2 95 -0.32 1.82 Raf2 96 -1.10 1.82 Raf2 97 -1.00 1.82 Raf2 98 -1.30 1.82 Raf2 99 -0.78 1.82 Raf2 100 -0.69 1.82 Raf2 101 -0.98 1.82 Raf2 102 0.06 1.82 Raf2 103 0.28 1.82 Raf2 104 -0.08 1.82 Raf2 105 0.14 1.82 Raf2 106 0.07 1.82 Raf2 107 0.29 1.82 Raf2 108 -0.20 1.82 Raf2 109 -0.20 1.82 Raf2 110 -0.37 1.82 Raf2 111 -0.36 1.82 Raf2 112 -0.87 1.82 Raf2 113 -0.86 1.82 Page 150 Of 198 Raf2 114 -0.10 1.82 Raf2 115 -0.09 1.82 Raf2 116 0.03 1.87 Raf2 117 -0.03 1.87 Raf2 118 -0.20 1.82 UNBRACED LENGTH: ---------------- Major Minor ----KL/R---- Id (ft) (ft) Major Minor ------ ------ ------ ----- ----- Col1 32.7 7.5 85 120 Col2 33.2 7.5 93 68 Col3 33.2 7.5 93 68 Col4 32.7 7.7 85 122 ------ ------ ------ ----- ----- Raf1 28.0 5.3 98 52 Raf2 28.0 5.3 98 52 LOAD COMBINATIONS: ------------------ Strength Combinations 1 - Dead+Collateral 2 - Dead+Collateral+Live 3 - Dead+Collateral+Snow 4 - Dead+Collateral+MIN_SNOW 5 - Dead+Collateral+0.75Live 6 - Dead+Collateral+0.75Snow 7 - Dead+0.6Wind_Left1+0.6Wind_Pressure 8 - Dead+0.6Wind_Left1+0.6Wind_Suction 9 - Dead+0.6Wind_Right1+0.6Wind_Pressure 10 - Dead+0.6Wind_Right1+0.6Wind_Suction 11 - Dead+0.6Wind_Left2+0.6Wind_Pressure 12 - Dead+0.6Wind_Left2+0.6Wind_Suction 13 - Dead+0.6Wind_Right2+0.6Wind_Pressure 14 - Dead+0.6Wind_Right2+0.6Wind_Suction 15 - Dead+0.6Wind_Pressure+0.6Wind_Long1 16 - Dead+0.6Wind_Pressure+0.6Wind_Long2 17 - Dead+0.6Wind_Suction+0.6Wind_Long1 18 - Dead+0.6Wind_Suction+0.6Wind_Long2 19 - Dead+Collateral+0.75Live+0.45Wind_Left1+0.45Wind_Pressure 20 - Dead+Collateral+0.75Live+0.45Wind_Left1+0.45Wind_Suction 21 - Dead+Collateral+0.75Live+0.45Wind_Right1+0.45Wind_Pressure 22 - Dead+Collateral+0.75Live+0.45Wind_Right1+0.45Wind_Suction 23 - Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Pressure 24 - Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Suction 25 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Pressure 26 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction 27 - Dead+Collateral+0.75Live+0.45Wind_Pressure+0.45Wind_Long1 28 - Dead+Collateral+0.75Live+0.45Wind_Pressure+0.45Wind_Long2 29 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long1 30 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long2 31 - Dead+Collateral+0.75Snow+0.45Wind_Left1+0.45Wind_Pressure 32 - Dead+Collateral+0.75Snow+0.45Wind_Left1+0.45Wind_Suction 33 - Dead+Collateral+0.75Snow+0.45Wind_Right1+0.45Wind_Pressure 34 - Dead+Collateral+0.75Snow+0.45Wind_Right1+0.45Wind_Suction 35 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.45Wind_Pressure 36 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.45Wind_Suction Page 151 Of 198 37 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Pressure 38 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Suction 39 - Dead+Collateral+0.75Snow+0.45Wind_Pressure+0.45Wind_Long1 40 - Dead+Collateral+0.75Snow+0.45Wind_Pressure+0.45Wind_Long2 41 - Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Long1 42 - Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Long2 43 - 0.6Dead+0.6Wind_Left1+0.6Wind_Pressure 44 - 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 45 - 0.6Dead+0.6Wind_Right1+0.6Wind_Pressure 46 - 0.6Dead+0.6Wind_Right1+0.6Wind_Suction 47 - 0.6Dead+0.6Wind_Left2+0.6Wind_Pressure 48 - 0.6Dead+0.6Wind_Left2+0.6Wind_Suction 49 - 0.6Dead+0.6Wind_Right2+0.6Wind_Pressure 50 - 0.6Dead+0.6Wind_Right2+0.6Wind_Suction 51 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Long1 52 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2 53 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long1 54 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 55 - 1.15Dead+1.15Collateral+0.7Seismic_L 56 - 1.15Dead+1.15Collateral+0.7Seismic_R 57 - 1.11Dead+1.11Collateral+0.52Seismic_L 58 - 1.11Dead+1.11Collateral+0.52Seismic_R 59 - 0.45Dead+0.7Seismic_L 60 - 0.45Dead+0.7Seismic_R 61 - Dead+Collateral+0.75Live+0.45Wind_Left1 62 - Dead+Collateral+0.75Live+0.45Wind_Left2 63 - Dead+Collateral+0.75Live+0.45Wind_Right1 64 - Dead+Collateral+0.75Live+0.45Wind_Right2 65 - Dead+Collateral+0.75Live+0.45Wind_Long1 66 - Dead+Collateral+0.75Live+0.45Wind_Long2 67 - Dead+Collateral+0.75Snow+0.45Wind_Left1 68 - Dead+Collateral+0.75Snow+0.45Wind_Left2 69 - Dead+Collateral+0.75Snow+0.45Wind_Right1 70 - Dead+Collateral+0.75Snow+0.45Wind_Right2 71 - Dead+Collateral+0.75Snow+0.45Wind_Long1 72 - Dead+Collateral+0.75Snow+0.45Wind_Long2 73 - 0.6Dead+0.6Wind_Left1 74 - 0.6Dead+0.6Wind_Left2 75 - 0.6Dead+0.6Wind_Right1 76 - 0.6Dead+0.6Wind_Right2 77 - 0.6Dead+0.6Wind_Long1 78 - 0.6Dead+0.6Wind_Long2 79 - Dead+Collateral+Snow/2+E2PAT_SL_3 80 - Dead+Collateral+Snow/2+E2PAT_SL_4 81 - Dead+Collateral+Snow/2+E2PAT_SL_1 82 - Dead+Collateral+Snow/2+E2PAT_SL_2 83 - Dead+Collateral+Snow-E2PAT_SL_1 84 - Dead+Collateral+Snow-E2PAT_SL_2 85 - Dead+Collateral+0.6Wind_Left2+0.6Wind_Pressure 86 - Dead+Collateral+0.6Wind_Left2+0.6Wind_Suction 87 - Dead+Collateral+0.6Wind_Right2+0.6Wind_Pressure 88 - Dead+Collateral+0.6Wind_Right2+0.6Wind_Suction 89 - Dead+Collateral+0.6Wind_Pressure+0.6Wind_Long1 90 - Dead+Collateral+0.6Wind_Pressure+0.6Wind_Long2 91 - Dead+Collateral+0.6Wind_Suction+0.6Wind_Long1 92 - Dead+Collateral+0.6Wind_Suction+0.6Wind_Long2 93 - 1.11Dead+1.11Collateral+0.75Snow+0.52Seismic_L 94 - 1.11Dead+1.11Collateral+0.75Snow+0.52Seismic_R Deflection Combinations 95 - Dead+Collateral Page 152 Of 198 96 - Dead+Collateral+Live 97 - Dead+Collateral+Snow 98 - Dead+Collateral+MIN_SNOW 99 - Live 100 - Snow 101 - MIN_SNOW 102 - Dead+0.47Wind_Left1 103 - Dead+0.47Wind_Right1 104 - Dead+0.47Wind_Left2 105 - Dead+0.47Wind_Right2 106 - Dead+0.47Wind_Long1 107 - Dead+0.47Wind_Long2 108 - Dead+0.47Wind_Pressure 109 - Dead+0.47Wind_Suction 110 - 1.15Dead+1.15Collateral+0.7Seismic_L 111 - 1.15Dead+1.15Collateral+0.7Seismic_R 112 - 1.11Dead+1.11Collateral+0.75Snow+0.52Seismic_L 113 - 1.11Dead+1.11Collateral+0.75Snow+0.52Seismic_R 114 - 0.45Dead+0.7Seismic_L 115 - 0.45Dead+0.7Seismic_R 116 - Seismic_L 117 - Seismic_R 118 - Dead ================================================================================ U20H0626A Wall 3 - Column Flange Brace 5/20/21 10:06am ================================================================================ COLUMN FLANGE BRACES: --------------------- Column Brace_At Id Side Part Girt_Id ----- ------ -------- ---------- Col1 L L2525105 1 2 3 Col2 R L2525105 3 4 Col3 R L2525105 2 3 Col4 L L2525105 1 2 3 4 ================================================================================ U20H0626A Wall 3 - Rafter Splice Design 5/20/21 10:06am ================================================================================ DESIGN CONSTANTS: ----------------- Plate Yield = 55.00(ksi ) Bolt Type = A325 Bolt Shear Stress = 27.00(ksi ) Bolt Tension Stress = 45.00(ksi ) PLATE SIZE: ----------- -Surface- Rafter ---Plate--- ---------------Bolts--------------- Id Type Id Locate Depth Width Thick Dia Gage RowT SpaceT RowB SpaceB ------ ---- -- ------ ------ ----- ----- ----- ----- ---- ------ ---- ------ Spl1 FF 3 0.0 8.14 6.00 0.375 0.500 3.00 1 0.00 1 0.00 PLATE REACTIONS: ---------------- Load Axial Shear Moment Id Side Id (k ) (k ) (f-k ) Page 153 Of 198 ------ ---- ---- ----- ----- ------ Spl1 Top 43 0.84 0.09 2.34 Bot 4 0.00 0.01 -7.97 WELDS: ------ -Top_Flange_To_Plate- -Bot_Flange_To_Plate- -----Web_To_Plate---- Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ------ ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Spl1 0.188 F1 0.71 4.18 0.188 F1 2.44 4.18 0.188 F1 0.01 2.78 LOAD COMBINATIONS: ------------------ 4 - Dead+Collateral+MIN_SNOW 43 - 0.6Dead+0.6Wind_Left1+0.6Wind_Pressure ================================================================================ U20H0626A Wall 3 - Base Plate Design 5/20/21 10:06am ================================================================================ DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00(ksi ) Concrete Bearing = 1.10(ksi ) Bolt Type = GR36 Bolt Shear Stress = 13.05(ksi ) Bolt Tension Stress = 21.75(ksi ) BASE SIZE: ---------- -----Base(in)---- --Plate_Size(in)-- ------Bolts(in)------ Req Req Id Type Depth Elev Width Thick Length Dia Row Space Gage Thick Dia ----- ---- ----- ----- ----- ----- ------ ----- --- ----- ----- ----- ----- Col1 S3 11.90 0.0 8.00 0.375 12.25 0.750 2 3.00 3.00 0.141 0.228 Col2 S3 10.20 0.0 8.00 0.375 10.50 0.750 2 3.00 3.00 0.232 0.363 Col3 S3 10.20 0.0 8.00 0.375 10.50 0.750 2 3.00 3.00 0.255 0.378 Col4 S3 11.90 0.0 8.00 0.375 12.25 0.750 2 3.00 3.00 0.268 0.323 S3 - Welded Plate BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension --Max_Comp- Tens Shear -Max_Shear- Shear Tens Id Load Fy(k ) Load Fy(k ) Fx(k ) Load Fx(k ) Load Fx(k ) Fy(k ) ------ ---- ------ ---- ------ ------ ---- ------ ---- ------ ------ Col1 4 4.68 53 -1.34 2.19 8 2.19 53 2.19 -1.34 Col2 4 11.88 44 -3.64 5.55 8 5.55 44 5.55 -3.64 Col3 94 12.24 44 -4.41 6.02 48 6.02 48 6.02 -2.92 Col4 93 7.38 60 -4.86 4.41 56 4.41 60 4.41 -4.86 WELDS: ------ -Top_Flange_To_Plate- -Bot_Flange_To_Plate- -----Web_To_Plate---- Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit Page 154 Of 198 ------ ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Col1 0.188 F1 0.17 4.18 0.188 F1 0.17 4.18 0.188 F1 0.19 2.78 Col2 0.188 F1 0.32 4.18 0.188 F1 0.32 4.18 0.188 F1 0.59 2.78 Col3 0.188 F1 0.38 4.18 0.188 F1 0.38 4.18 0.188 F1 0.63 2.78 Col4 0.188 F1 0.61 4.18 0.188 F1 0.61 4.18 0.188 F1 0.39 2.78 LOAD COMBINATIONS: ------------------ 4 - Dead+Collateral+MIN_SNOW 8 - Dead+0.6Wind_Left1+0.6Wind_Suction 44 - 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 48 - 0.6Dead+0.6Wind_Left2+0.6Wind_Suction 53 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long1 56 - 1.15Dead+1.15Collateral+0.7Seismic_R 60 - 0.45Dead+0.7Seismic_R 93 - 1.11Dead+1.11Collateral+0.75Snow+0.52Seismic_L 94 - 1.11Dead+1.11Collateral+0.75Snow+0.52Seismic_R ================================================================================ U20H0626A Wall 3 - Column Connection Design 5/20/21 10:06am ================================================================================ DESIGN CONSTANTS: ----------------- Plate Yield = 55.00(ksi ) Bolt Shear Stress = 27.00(ksi ) Bolt Tension Stress = 45.00(ksi ) CONNECTION SIZE: --------------- Col Plate_Size(in) ---------------Bolts(in)--------------- Id Locate Type Depth Width Thick Type Dia Row1 Row2 Space Gage DtBolt ------ ------ ---- ----- ----- ----- ----- ----- ---- ---- ----- ---- ------ Col1 Cap S3 11.90 5.00 0.313 A325 0.500 2 2 3.00 3.00 4 Col2 Cap S3 10.20 6.00 0.313 A325 0.500 2 2 3.00 3.00 3 Col3 Cap S3 10.20 6.00 0.313 A325 0.500 2 2 3.00 3.00 3 Col4 Cap S3 11.90 5.00 0.313 A325 0.500 2 2 3.00 3.00 3 S3 - Welded plate CONNECTION DESIGN: ------------------ -------------Column_Reactions(k )------------- ---Max_Comp--- --Max_Tension- ---Max_Shear-- Req --Thick_Req- Id Locate Ld Axial Shear Ld Axial Shear Ld Axial Shear Dia Plate Column ------ ------ -- ----- ----- -- ----- ----- -- ----- ----- ----- ----- ------ Col1 Cap 4 4.22 0.00 53 -1.61 2.19 8 -1.29 2.19 0.158 0.154 Col2 Cap 4 11.15 0.00 44 -4.08 5.55 8 -3.39 5.55 0.252 0.245 Col3 Cap 94 11.42 0.00 54 -4.02 5.55 8 -1.33 5.55 0.252 0.243 Col4 Cap 93 6.87 0.00 46 -1.56 2.94 8 2.40 2.94 0.183 0.152 WELDS: ------ -Top_Flange_To_Plate- -Bot_Flange_To_Plate- -----Web_To_Plate---- Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit Page 155 Of 198 ------ ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Col1 0.188 F1 0.20 4.18 0.188 F1 0.20 4.18 0.188 F1 0.19 2.78 Col2 0.000 -- 0.35 0.00 0.000 -- 0.35 0.00 0.188 F1 0.59 2.78 Col3 0.000 -- 0.35 0.00 0.000 -- 0.35 0.00 0.188 F1 0.59 2.78 Col4 0.188 F1 0.20 4.18 0.188 F1 0.20 4.18 0.188 F1 0.26 2.78 LOAD COMBINATIONS: ------------------ 4 - Dead+Collateral+MIN_SNOW 8 - Dead+0.6Wind_Left1+0.6Wind_Suction 44 - 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 46 - 0.6Dead+0.6Wind_Right1+0.6Wind_Suction 53 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long1 54 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 93 - 1.11Dead+1.11Collateral+0.75Snow+0.52Seismic_L 94 - 1.11Dead+1.11Collateral+0.75Snow+0.52Seismic_R ================================================================================ U20H0626A Wall 3 - Bypass Girt Layout 5/20/21 10:06am ================================================================================ GIRT LAYOUT: ------------ Des Bay Bay_Offset Design ---Extend-- ----Max_Load--- Locate Id Id Part Start End Length Left Right Weight Id UC Report Rot ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 7.50 1 1 08Z067 0.00 28.00 27.67 0.00 2.94 87.9 WS 0.92 Moment D 2 08Z060 0.00 8.00 7.67 2.94 0.00 30.5 WP 0.84 Moment D 2 2 08Z067 20.00 28.00 7.67 0.00 2.94 34.0 WP 0.99 Moment D 3 08Z075 0.00 28.00 27.67 2.94 0.00 109.8 WS 1.02 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 13.00 3 1 08Z060 0.00 2.00 1.33 0.00 0.00 3.8 WS 0.02 Shear D 4 1 08Z060 27.00 28.00 0.67 0.00 0.00 1.9 WS 0.43 Mom+Shr D 2 08Z060 0.00 8.00 7.67 0.00 0.00 22.0 WS 0.17 Mom+Shr D 5 2 08Z075 20.00 28.00 7.67 0.00 2.94 34.0 WS 0.90 Moment D 3 08Z075 0.00 28.00 27.67 2.94 0.00 109.8 WS 1.02 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 14.00 6 2 08S120 0.00 28.00 28.00 0.00 0.00 191.5 WS 1.08 Moment U ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 20.67 7 1 08Z060 0.00 28.00 27.67 0.00 2.94 87.9 WS 0.80 Shear D 2 08Z067 0.00 28.00 28.00 2.94 2.94 108.6 WP 0.90 Moment D 3 08Z089 0.00 28.00 27.67 2.94 0.00 130.3 WS 0.89 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 27.25 8 1 08Z060 0.00 2.00 1.33 0.00 0.00 3.8 WS 0.02 Shear D 9 1 08Z075 27.00 28.00 0.67 0.00 0.00 2.1 WS 0.24 Mom+Shr D 2 08Z075 0.00 28.00 28.00 0.00 2.94 99.2 WS 0.91 Moment D 3 08Z075 0.00 28.00 27.67 2.94 0.00 109.8 WS 0.96 Moment D WP - 0.6Wind_Pressure WS - 0.6Wind_Suction GIRT INSIDE FLANGE BRACE: ------------------------- No._Brace/Bay 1 2 3 --- --- --- 0 0 0 ================================================================================ Page 156 Of 198 U20H0626A Wall 3 - Girt Design 1 (Locate 7.50) 5/20/21 10:06am ================================================================================ GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z067 7.5000 27.67 2.94 6.50 0 98.1 0.00 0.70 2 08Z060 7.5000 7.67 2.94 6.50 0 30.5 0.00 0.70 ------ 128.6 LOAD ID - 0.6Wind_Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 1.34 -0.67 -1.19 0.00 -3.08 9.38 2.30 4.82 2 0.90 0.76 0.36 4.82 3.22 1.89 3.83 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 1.34 3.6 0.37 MidS -3.08 5.16 0.60 LLap 0.56 -1.19 2 LLap 0.76 2.6 0.29 LLap 3.22 3.86 0.84 LLap 0.74 0.08 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 27.7 1.0 1.0 1.0 4.0 1.0 1.00 1.00 1.00 1.76 1.11 1.00 1.00 1.00-0.02 0.76 2 7.7 2.9 4.7 4.7 4.7 4.7 1.26 1.83 1.83 1.83 1.83 0.51 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.43 2.65 2.11 0.20 2 0.39 2.65 1.89 0.21 Page 157 Of 198 LOAD ID - 0.6Wind_Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -1.51 0.74 1.32 0.00 3.50 9.28 -2.58 -5.39 2 -1.00 -0.85 -0.40 -5.39 -3.61 -2.12 3.83 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -1.51 3.6 0.42 MidS 3.50 3.79 0.92 LLap 0.64 1.35 2 LLap -0.85 2.6 0.33 LLap -3.61 4.56 0.79 LLap 0.82 -0.09 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 27.7 1.7 19.0 19.0 1.0 1.0 1.64 1.11 1.11 1.00 1.00 0.00 0.02 0.02 1.00 1.00 2 7.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.48 2.65 2.11 0.23 2 0.43 2.65 1.89 0.23 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -1.47 3.69 1.62 3.69 2 0.11 1.02 -0.12 1.02 ================================================================================ U20H0626A Wall 3 - Girt Design 2 (Locate 7.50) 5/20/21 10:06am ================================================================================ GIRT LAYOUT: ------------ Available Reduction Page 158 Of 198 Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08Z067 7.5000 7.67 2.94 6.50 0 34.0 0.00 0.70 3 08Z075 7.5000 27.67 2.94 6.50 0 109.8 0.00 0.70 ------ 143.8 LOAD ID - 0.6Wind_Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.56 -0.93 -1.11 0.00 2.72 3.83 4.46 6.41 3 1.22 1.01 -0.75 6.41 3.15 -3.97 17.09 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RLap -0.93 3.6 0.26 RLap 4.46 4.49 0.99 RLap 0.86 0.10 3 LLap 1.01 5.1 0.20 MidS -3.97 5.87 0.68 RLap 0.56 -1.42 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 7.7 3.2 3.2 1.6 1.8 1.2 1.75 1.75 1.19 1.15 1.09 0.00 0.00 0.61 0.68 0.81 3 27.7 2.9 3.6 1.0 1.0 1.0 1.27 1.74 1.00 1.00 1.00 0.49 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 2 0.52 2.65 2.11 0.24 3 0.58 2.65 2.36 0.24 LOAD ID - 0.6Wind_Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 159 Of 198 --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.63 1.04 1.23 0.00 -3.04 3.83 -4.98 -7.15 3 -1.35 -1.12 0.86 -7.15 -3.52 4.46 16.87 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RLap 1.04 3.6 0.29 RLap -4.98 5.16 0.96 RLap 0.96 -0.11 3 LLap -1.12 5.1 0.22 MidS 4.46 4.39 1.02 RLap 0.64 1.59 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 7.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 27.7 1.0 1.0 21.0 21.0 21.0 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 2 0.57 2.65 2.11 0.27 3 0.64 2.65 2.36 0.27 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 2 0.08 1.02 -0.08 1.02 3 -1.10 3.69 1.22 3.69 ================================================================================ U20H0626A Wall 3 - Girt Design 3 (Locate 13.00) 5/20/21 10:06am ================================================================================ GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z060 13.0000 1.33 6.58 0 3.8 0.00 0.61 ------ 3.8 Page 160 Of 198 LOAD ID - 0.6Wind_Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.05 -0.05 0.00 -0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.05 2.6 0.02 MidS -0.02 4.56 0.00 LSup 0.00 0.00 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 1.3 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind_Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.06 0.06 0.00 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.06 2.6 0.02 MidS 0.02 3.79 0.00 LSup 0.00 0.00 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 1.3 1.3 1.3 1.3 1.3 1.3 1.14 1.14 1.14 1.14 1.14 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load): Page 161 Of 198 -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 0.00 0.18 0.00 0.18 ================================================================================ U20H0626A Wall 3 - Girt Design 4 (Locate 13.00) 5/20/21 10:06am ================================================================================ GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z060 13.0000 0.67 6.58 0 1.9 0.00 0.70 2 08Z060 13.0000 7.67 3.25 0 22.0 0.00 0.70 ------ 23.9 LOAD ID - 0.6Wind_Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.90 -0.95 0.00 0.60 0.33 0.62 2 0.22 -0.06 0.62 -0.04 6.09 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RSup -0.95 2.6 0.36 RSup 0.62 4.78 0.13 RSup 0.39 0.00 2 LSup 0.22 2.6 0.08 LSup 0.62 3.86 0.16 LSup 0.15 0.00 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 0.7 0.7 0.7 0.7 0.7 0.7 1.67 1.67 1.67 1.67 1.67 0.00 0.00 0.00 0.00 0.00 2 7.7 4.5 4.5 1.0 1.0 1.0 2.00 2.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 LOAD ID - 0.6Wind_Suction: --------------------------------------- GIRT ACTIONS: Page 162 Of 198 ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.99 1.05 0.00 -0.67 0.33 -0.68 2 -0.24 0.06 -0.68 0.05 6.09 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RSup 1.05 2.6 0.40 RSup -0.68 4.56 0.15 RSup 0.43 0.00 2 LSup -0.24 2.6 0.09 LSup -0.68 4.56 0.15 LSup 0.17 -0.01 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 0.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 7.7 1.0 1.0 3.1 3.1 3.1 1.00 1.00 1.14 1.14 1.14 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 0.00 0.00 2 -0.01 1.02 0.01 1.02 ================================================================================ U20H0626A Wall 3 - Girt Design 5 (Locate 13.00) 5/20/21 10:06am ================================================================================ GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08Z075 13.0000 7.67 2.94 3.25 0 38.1 0.00 0.70 3 08Z075 13.0000 27.67 2.94 6.58 0 109.8 0.00 0.70 ------ 147.9 LOAD ID - 0.6Wind_Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Page 163 Of 198 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.72 -0.92 -0.99 0.00 3.02 3.83 4.72 6.56 3 1.23 1.02 -0.76 6.56 3.25 -4.00 17.13 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RLap -0.92 5.1 0.18 RLap 4.72 5.32 0.89 RLap 0.77 0.10 3 LLap 1.02 5.1 0.20 MidS -4.00 5.87 0.68 RLap 0.57 -1.42 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 7.7 4.7 4.7 4.7 4.7 2.9 1.72 1.72 1.72 1.72 1.21 0.00 0.00 0.00 0.00 0.58 3 27.7 2.9 3.6 1.0 1.0 1.0 1.27 1.74 1.00 1.00 1.00 0.50 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 2 0.56 2.65 2.36 0.24 3 0.56 2.65 2.36 0.24 LOAD ID - 0.6Wind_Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.80 1.03 1.10 0.00 -3.37 3.83 -5.27 -7.32 3 -1.37 -1.14 0.87 -7.32 -3.64 4.49 16.90 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RLap 1.03 5.1 0.20 RLap -5.27 5.87 0.90 RLap 0.86 -0.12 3 LLap -1.14 5.1 0.22 MidS 4.49 4.39 1.02 RLap 0.64 1.59 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- Page 164 Of 198 --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 7.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 27.7 1.0 1.0 21.0 21.0 21.0 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 2 0.62 2.65 2.36 0.26 3 0.62 2.65 2.36 0.26 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 2 0.08 1.02 -0.09 1.02 3 -1.11 3.69 1.23 3.69 ================================================================================ U20H0626A Wall 3 - Girt Design 6 (Locate 14.00) 5/20/21 10:06am ================================================================================ GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08S120 14.0000 28.00 3.83 0 191.5 0.00 0.61 ------ 191.5 LOAD ID - 0.6Wind_Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 1.30 -1.30 0.00 -9.70 14.00 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- Page 165 Of 198 2 LSup 1.30 15.8 0.08 MidS -9.70 12.98 0.75 LLap 0.62 -2.41 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 28.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind_Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -1.43 1.43 0.00 10.70 14.00 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- * 2 LSup -1.43 15.8 0.09 MidS 10.70 9.91 1.08* LLap 0.69 2.66 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 28.0 8.0 8.0 12.0 8.0 8.0 1.60 1.60 1.01 1.60 1.60 0.00 0.00 1.00 0.00 0.00 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 2 -1.95 3.73 2.15 3.73 ================================================================================ U20H0626A Wall 3 - Girt Design 7 (Locate 20.67) 5/20/21 10:06am ================================================================================ GIRT LAYOUT: ------------ Available Reduction Page 166 Of 198 Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z060 20.6667 27.67 2.94 7.13 0 87.9 0.00 0.70 2 08Z067 20.6667 28.00 2.94 2.94 6.63 0 108.6 0.00 0.70 3 08Z089 20.6667 27.67 2.94 7.13 0 130.3 0.00 0.70 ------ 326.9 LOAD ID - 0.6Wind_Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 1.84 -0.21 -1.26 0.00 -2.00 6.33 1.80 3.42 2 0.88 0.67 -0.93 -1.15 3.42 1.14 -1.95 12.17 4.06 7.12 3 1.34 1.11 -0.82 7.12 3.53 -4.32 17.14 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 1.84 2.6 0.71 RLap 1.80 3.77 0.48 RSup 0.41 -0.33 2 RLap -0.93 3.6 0.26 RLap 4.06 4.49 0.90 RLap 0.79 -0.47 3 LLap 1.11 8.5 0.13 MidS -4.32 7.19 0.60 LSup 0.52 -1.29 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 27.7 1.0 1.0 1.0 8.8 1.0 1.00 1.00 1.00 1.67 1.17 1.00 1.00 1.00-0.01 0.64 2 28.0 2.9 2.9 1.0 5.5 2.9 1.39 1.39 1.00 1.81 1.22 0.33 0.33 1.00 0.00 0.57 3 27.7 2.9 3.7 1.0 1.0 1.0 1.27 1.74 1.00 1.00 1.00 0.50 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.27 2.65 1.89 0.15 2 0.31 2.65 2.11 0.15 0.52 2.65 2.11 0.25 3 0.69 2.65 2.80 0.26 LOAD ID - 0.6Wind_Suction: Page 167 Of 198 --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -2.07 0.24 1.40 0.00 2.35 6.28 -2.00 -3.82 2 -0.97 -0.74 1.03 1.26 -3.82 -1.30 2.12 12.18 -4.52 -7.89 3 -1.48 -1.23 0.95 -7.89 -3.90 4.87 16.89 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -2.07 2.6 0.80 MidS 2.35 3.34 0.70 LLap 0.47 0.41 2 RLap 1.03 3.6 0.28 RLap -4.52 5.16 0.88 RLap 0.88 0.50 3 LLap -1.23 8.5 0.14 MidS 4.87 5.49 0.89 LSup 0.58 1.46 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 27.7 1.7 14.5 14.5 1.0 1.0 1.65 1.63 1.63 1.00 1.00 0.00 0.01 0.01 1.00 1.00 2 28.0 1.0 1.0 14.5 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 27.7 1.0 1.0 21.0 21.0 21.0 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.31 2.65 1.89 0.16 2 0.34 2.65 2.11 0.16 0.58 2.65 2.11 0.27 3 0.76 2.65 2.80 0.29 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -2.34 3.69 2.59 3.69 2 0.43 3.73 -0.48 3.73 3 -1.30 3.69 1.43 3.69 ================================================================================ U20H0626A Wall 3 - Girt Design 8 (Locate 27.25) 5/20/21 10:06am ================================================================================ Page 168 Of 198 GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z060 27.2500 1.33 6.96 0 3.8 0.00 0.61 ------ 3.8 LOAD ID - 0.6Wind_Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.05 -0.05 0.00 -0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.05 2.6 0.02 MidS -0.02 4.56 0.00 LSup 0.00 0.00 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 1.3 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind_Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.06 0.06 0.00 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.06 2.6 0.02 MidS 0.02 3.79 0.01 LSup 0.00 0.00 UNBRACE LENGTHS Page 169 Of 198 --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 1.3 1.3 1.3 1.3 1.3 1.3 1.14 1.14 1.14 1.14 1.14 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 0.00 0.18 0.00 0.18 ================================================================================ U20H0626A Wall 3 - Girt Design 9 (Locate 27.25) 5/20/21 10:06am ================================================================================ GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z075 27.2500 0.67 6.96 0 2.4 0.00 0.70 2 08Z075 27.2500 28.00 2.94 7.10 0 111.0 0.00 0.70 3 08Z075 27.2500 27.67 2.94 6.96 0 109.8 0.00 0.70 ------ 223.3 LOAD ID - 0.6Wind_Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.95 -1.00 0.00 0.64 0.33 0.65 2 0.82 -1.13 -1.36 0.65 -3.64 10.51 4.59 8.24 3 1.35 1.13 -0.75 8.24 4.61 -3.74 17.75 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RSup -1.00 5.1 0.20 RSup 0.65 6.27 0.10 RSup 0.22 0.00 2 RLap -1.13 5.1 0.22 RLap 4.59 5.31 0.86 RLap 0.76 -1.14 3 LLap 1.13 5.1 0.22 LLap 4.61 5.31 0.87 LLap 0.77 -1.14 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- Page 170 Of 198 --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 0.7 0.7 0.7 0.7 0.7 0.7 1.67 1.67 1.67 1.67 1.67 0.00 0.00 0.00 0.00 0.00 2 28.0 0.8 1.0 1.0 4.9 2.9 1.69 1.00 1.00 1.77 1.23 0.00 1.00 1.00 0.00 0.56 3 27.7 2.9 4.9 1.0 1.0 1.0 1.22 1.77 1.00 1.00 1.00 0.56 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 2 0.70 2.65 2.36 0.30 3 0.70 2.65 2.36 0.30 LOAD ID - 0.6Wind_Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 1.05 1.11 0.00 -0.70 0.33 -0.72 2 -0.90 1.25 1.50 -0.72 4.00 10.49 -5.11 -9.15 3 -1.50 -1.25 0.87 -9.15 -5.11 4.23 17.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RSup 1.11 5.1 0.22 RSup -0.72 5.87 0.12 RSup 0.24 0.00 2 RLap 1.25 5.1 0.24 MidS 4.00 4.39 0.91 RLap 0.85 1.24 3 LLap -1.25 5.1 0.25 MidS 4.23 4.39 0.96 LLap 0.85 1.29 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 0.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 28.0 1.0 19.3 19.3 1.0 1.0 1.00 1.14 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 27.7 1.0 1.0 19.8 19.8 19.8 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 Page 171 Of 198 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 2 0.78 2.65 2.36 0.33 3 0.78 2.65 2.36 0.33 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 0.00 0.00 2 -0.99 3.73 1.10 3.73 3 -0.85 3.69 0.94 3.69 ================================================================================ U20H0626A Wall 3 - Door Jamb & Header Design 5/20/21 10:06am ================================================================================ LAYOUT: ------- Open Bay Load Id Id Locate Part Length Width Weight ---- --- ------ -------- ------ ----- ------ 2 1 JambL J08C060 13.17 12.50 37.8 JambR J08C060 13.17 12.50 37.8 Header J08C075 25.00 6.00 89.7 Sill J08C105 25.00 0.00 125.6 3 1 JambL J08C060 12.04 12.50 34.6 JambR J08C060 12.56 12.50 36.1 Header J08C105 25.00 4.42 125.6 Sill J08C089 25.00 0.00 106.5 4 2 JambL J08C060 14.00 6.00 40.2 JambR J08C060 14.00 6.00 40.2 5 2 JambL J08C060 7.50 1.67 21.5 JambR J08C060 7.50 1.67 21.5 STRENGTH/DEFLECTION: -------------------- Open Load --Shear(k )- --Moment(ft,f-k )- Mom+ Max Deflect(in) Id Member Id Calc Limit Loc Calc Limit Shear UC Calc Limit ---- ------ ---- ------ ----- ----- ------ ----- ----- ---- ----- ----- 2 JambL WP 0.94 2.61 6.89 -3.15 4.21 0.00 0.75 -0.16 1.76 WS -1.04 2.61 6.89 3.47 4.21 0.00 0.82 0.17 1.76 JambR WP 0.52 2.61 3.83 -1.00 4.72 0.00 0.21 -0.02 0.73 WS -0.58 2.61 3.83 1.11 4.44 0.00 0.25 0.02 0.73 Header WP -0.56 5.11 12.50 -3.49 6.67 0.40 0.52 1.07 3.33 WS 0.63 5.11 12.50 3.92 4.07 0.44 0.96 1.20 3.33 Sill WP -0.82 12.17 12.50 -5.13 9.40 0.41 0.55 1.14 3.33 WS 0.92 12.17 12.50 5.76 5.74 0.46 1.00 1.28 3.33 3 JambL WP -0.86 2.61 6.27 -2.69 4.52 0.00 0.59 -0.11 1.61 WS 0.95 2.61 6.27 2.97 4.41 0.00 0.67 0.12 1.61 JambR WP 0.41 2.61 2.99 -0.61 4.46 0.00 0.16 -0.01 0.88 WS -0.45 2.61 2.99 0.67 4.41 0.00 0.17 0.01 0.88 Page 172 Of 198 Header WP -0.83 12.17 12.50 -5.16 9.40 0.41 0.55 1.15 3.33 WS 0.93 12.17 12.50 5.80 5.74 0.46 1.01 1.29 3.33 Sill WP -0.60 8.57 12.50 -3.77 8.01 0.36 0.47 0.98 3.33 WS 0.68 8.57 12.50 4.24 4.89 0.40 0.87 1.10 3.33 4 JambL WP -0.74 2.61 7.50 -2.67 4.38 0.25 0.61 -0.14 1.87 WS 0.82 2.61 7.50 2.94 4.38 0.28 0.67 0.15 1.87 JambR WP -0.74 2.61 7.50 -2.67 4.38 0.25 0.61 -0.14 1.87 WS 0.82 2.61 7.50 2.94 4.38 0.28 0.67 0.15 1.87 5 JambL WP 0.07 2.61 3.75 -0.13 4.18 0.00 0.03 0.00 1.00 WS -0.08 2.61 3.75 0.14 4.14 0.00 0.03 0.00 1.00 JambR WP 0.07 2.61 3.75 -0.13 4.18 0.00 0.03 0.00 1.00 WS -0.08 2.61 3.75 0.14 4.14 0.00 0.03 0.00 1.00 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction UNBRACED LENGTHS: ----------------- Available Open -----Minor---- ------Cb----- ReductionFactor Id Member Major Outside Inside Outside Inside Outside Inside ---- ------ ------ ------- ------ ------- ------ ------- ------ 2 JambL 13.17 7.67 7.67 1.22 1.22 0.00 0.00 JambR 7.50 5.50 5.50 1.14 1.14 0.00 0.00 Header 25.00 1.00 25.00 1.14 1.14 0.00 0.61 Sill 25.00 1.00 25.00 1.14 1.14 0.00 0.61 3 JambL 12.04 6.58 6.58 1.27 1.27 0.00 0.00 JambR 7.50 6.58 6.58 1.17 1.17 0.00 0.00 Header 25.00 1.00 25.00 1.14 1.14 0.00 0.61 Sill 25.00 1.00 25.00 1.14 1.14 0.00 0.61 4 JambL 14.00 7.50 7.50 1.39 1.39 0.00 0.00 JambR 14.00 7.50 7.50 1.39 1.39 0.00 0.00 5 JambL 7.50 7.50 7.50 1.14 1.14 0.00 0.00 JambR 7.50 7.50 7.50 1.14 1.14 0.00 0.00 JAMB/GIRT LAYOUT: ----------------- Bot Top Open Girt Girt Id Member (ft) (ft) Interior_Girt_Locations(ft) ---- ------ ----- ----- --------------------------- 2 JambL 7.50 20.67 13.00 JambR 13.00 20.67 3 JambL 20.67 Rafter 27.25 JambR 27.25 Rafter 4 JambL Base 14.00 7.50 13.00 JambR Base 14.00 7.50 13.00 5 JambL Base 7.50 JambR Base 7.50 JAMB/GIRT LOADING: ------------------ Support Jamb Open Load Reaction(k ) Load Id Member Id Bot Top (k/ft) Loads_At_Girt_Locations(k ) ---- ------ ---- ----- ----- ------ ------------------------ 2 JambL WP 0.94 0.93 -0.137 -0.07 WS -1.04 -1.03 0.151 0.08 JambR WP 0.52 0.52 -0.137 Page 173 Of 198 WS -0.58 -0.58 0.151 3 JambL WP 0.86 0.86 -0.137 -0.08 WS -0.95 -0.95 0.151 0.08 JambR WP 0.41 0.41 -0.137 WS -0.45 -0.45 0.151 4 JambL WP 0.60 0.74 -0.066 -0.28 -0.14 WS -0.66 -0.82 0.072 0.31 0.16 JambR WP 0.60 0.74 -0.066 -0.28 -0.14 WS -0.66 -0.82 0.072 0.31 0.16 5 JambL WP 0.07 0.07 -0.018 WS -0.08 -0.08 0.020 JambR WP 0.07 0.07 -0.018 WS -0.08 -0.08 0.020 JAMB MOMENTS: ------------- Open Load -Max(ft,f-k )- Id Member Id Locate Moment Moment_At_Girt_Locations(f-k ) ---- ------ ---- ------ ------- ---------------------------------------- 2 JambL WP 6.89 -3.25 WS 6.89 3.58 JambR WP 3.83 -1.00 WS 3.83 1.11 3 JambL WP 6.27 -2.69 WS 6.27 2.97 JambR WP 2.99 -0.61 WS 2.99 0.67 4 JambL WP 7.50 -2.67 -2.67 -0.71 WS 7.50 2.94 2.94 0.78 JambR WP 7.50 -2.67 -2.67 -0.71 WS 7.50 2.94 2.94 0.78 5 JambL WP 3.75 -0.13 WS 3.75 0.14 JambR WP 3.75 -0.13 WS 3.75 0.14 ================================================================================ U20H0626A Wall 3 - Diagonal Bracing Design 5/20/21 10:06am ================================================================================ PANEL SHEAR WITH NO BRACING: ---------------------------- Base ---Wind--- --Seismic- Length Load Calc Load Calc Limit ------ ---- ----- ---- ----- ------ 40.67 45 57.3 59 104.4 72.8 DIAGONAL BRACE LAYOUT: ---------------------- Bay Brace_Locate Bay Design ------Diag_Brace----- ----KL/R--- Id Start End Width Length Type Size Part Calc Limit --- ----- ----- ----- ------ ---- ----- -------- ----- ----- 3 0.00 33.25 27.33 43.04 R 0.875 RD07- DIAGONAL BRACE STRENGTH: ------------------------ Bay Brace_Locate -----Wind(k )----- ----Seismic(k )--- Max Id Start End Load Calc Limit Load Calc Limit UC --- ----- ----- ---- ----- ----- ---- ----- ----- ---- 3 0.00 33.25 45 3.67 14.66 56 10.69 17.59 0.61 Page 174 Of 198 COLUMN BASE REACTIONS: ---------------------- Bay Col ----Wind_Max(k )---- ---Seismic_Max(k )-- Id Id Load Horz Vert(+/-) Load Horz Vert(+/-) --- --- ---- ----- --------- ---- ----- --------- 3 3 85 -2.33 2.84 55 -4.41 5.37 3 4 45 2.33 2.84 56 4.41 5.37 DEFLECTION AT RAFTER: --------------------- Span/Deflect Wall Deflection(in) ----Wind--- --Seismic-- Height Wind Seismic Calc Limit Calc Limit ------ ----- ------- ----- ----- ----- ----- 33.2 0.03 0.21 999. 60. 999. 60. LOAD COMBINATIONS: ------------------ 45 - 0.6Dead+0.6Wind_Right1+0.6Wind_Pressure 55 - 1.15Dead+1.15Collateral+0.7Seismic_L 56 - 1.15Dead+1.15Collateral+0.7Seismic_R 59 - 0.45Dead+0.7Seismic_L 85 - Dead+Collateral+0.6Wind_Left2+0.6Wind_Pressure ================================================================================ U20H0626A Wall 3 - Wall Panel Design 5/20/21 10:06am ================================================================================ PANEL DATA: ----------- Bay Rotation Panel Id Part Type Gage Yield Stiffness Height --- -------- ---- ----- ----- --------- ------ 1 CW6-80 CW 26.00 80.0 0.44 34.58 MOMENTS & DEFLECTION: --------------------- --------------Moment(ft-lb/ft)------------- Span Locate(ft) Start Midspan End Max Deflect(in) Id Start End Load Calc Limit Calc Limit Calc Limit UC Calc Limit ---- ----- ----- ---- ----- ----- ----- ----- ----- ----- ---- ----- ----- 1 0.00 7.50 WP 0.0 138.5 -64.9 113.3 66.3 138.5 0.57 -0.31 1.00 WS 0.0 138.5 86.4 138.5 -88.3 113.3 0.78 0.41 1.00 2 7.50 13.00 WP 66.3 138.5 5.8 138.5 48.4 138.5 0.48 0.05 0.73 WS -88.3 113.3 -7.7 113.3 -64.5 113.3 0.78 -0.07 0.73 3 13.00 20.67 WP 48.4 138.5 -46.0 113.3 58.5 138.5 0.42 -0.20 1.02 WS -64.5 113.3 61.4 138.5 -77.9 113.3 0.69 0.27 1.02 4 20.67 27.25 WP 58.5 138.5 -9.8 113.3 68.7 138.5 0.50 0.01 0.88 WS -77.9 113.3 13.1 138.5 -91.6 113.3 0.81 -0.02 0.88 5 27.25 34.58 WP 68.7 138.5 -59.7 113.3 0.0 138.5 0.53 -0.26 0.98 WS -91.6 113.3 79.6 138.5 0.0 113.3 0.81 0.35 0.98 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction ================================================================================ Page 175 Of 198 U20H0626A Wall 3 - Panel Zones 5/20/21 10:06am ================================================================================ PANEL: ------ Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- CW6-80 0.018 80.00 62.00 GIRT SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- H1045 0.22 0.44 2.80 PANEL ZONE LAYOUT: ------------------ --Girt(ft,ft,in)-- Panel Zone ----Wall(ft)--- Bay Load Min Span Id Description Offset1 Offset2 Id Locate Width Thick (ft) ---- ------------- ------- ------- --- ------ ----- ----- ----- 1 Interior 8.40 75.60 1 20.67 7.13 0.060 7.67 2 Lt Edge 0.00 8.40 1 20.67 7.13 0.060 7.67 3 Rt Edge 75.60 84.00 3 20.67 7.13 0.075 7.67 GIRT SCREW CHECK: ----------------- Screw Wind --------Limit(k )------- Zone Space Suction Load Girt Panel Screw Max Id (ft) (psf ) (k ) Pullout Pullover Tension UC ---- ----- ------- ----- ------- -------- ------- ---- 1 1.00 14.66 0.10 0.26 0.24 0.75 0.43 2 1.00 18.03 0.13 0.26 0.24 0.75 0.53 3 1.00 18.03 0.13 0.32 0.24 0.75 0.53 BASE SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- H1045 0.22 0.44 2.80 BASE SCREW CHECK: ----------------- Screw Force/Screw Shear Base Space Wind Seis Limit Max Length (ft) (k ) (k ) (k ) UC ------ ----- ----- ----- ----- ---- 40.67 1.00 0.055 0.101 0.213 0.47 ================================================================================ U20H0626A Wall 3 - Weight Summary 5/20/21 10:06am ================================================================================ Columns = 2378.03 Rafters = 1512.33 Girts = 1193.60 Page 176 Of 198 Framed Openings = 717.24 Bracing = 146.71 Clips = 56.10 -------- Total Weight = 6004.01 ================================================================================ U20H0626A Wall 3 - Warning Summary 5/20/21 10:06am ================================================================================ .. No Warnings Page 177 Of 198 *=============================================================================== *U20H0626A Rigid Frame Design Input 5/20/21 10:03am *=============================================================================== *( 1)JOBID: 'U20H0626A' *( 2)FRAME DESIGN OPTIONS: *--Frame- -------Frame_Space------- Section Splice Web_Stiffener P *Id Type L_Col R_Col Rafter Space Fix Use Ratio Side Delta 1 'RF ' 25.0000 25.0000 25.0000 2.0000 1.00 'N' 0.00 'Y ' 'DA' *( 3)OPTIMIZATION OPTIONS: *Plate Depth Frame -L_Col_Depth_Opt- -R_Col_Depth_Opt- Rafter_Depth_Opt * Opt Opt Sym Typ Min Max Typ Min Max Typ Min Max 'N' 'N' 'Y' 'T ' 12.00 58.00 'T ' 12.00 58.00 'T ' 16.00 58.00 *( 4)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS ' 'NAUS16 ' 'AISC16' '----' 'IBC ' '18' 'IBC 18 ' 'D ' *( 5)DESIGN CONSTANTS: * ---Strength_Factor--- * ----Stress_Ratio---- ---Seismic--- * Frame Col EP BP Wind Frame SpcEP 1.03 1.03 1.03 1.03 1.0000 1.0000 1.2000 *( 6)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 7)DEFLECTION LIMITS: * --Vertical-- -------Horizontal------- -Weak_Axis- * Live Total Total Seis Crane Floor Wind Seis 180.0 0.0 60.0 40.0 100.0 0.0 60.0 40.0 *( 8)REPORTS: * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Diag * Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React Brace 'Y' 'Y' '4' 'Y' 'Y' 'N' 'N' 'N' 'N' 'N' 'N' 'N' *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 4 0.0000 34.0000 8.000 42.0000 34.8750 8.000 84.0000 34.0000 8.000 84.0000 0.0000 8.000 *(10)MEMBER DEPTHS: *Surf ----Depth---- --Interior_Depth- * Id Start End No. Locate Depth 1 12.000 39.000 0 2 38.000 28.000 2 18.0000 18.000 30.0000 25.000 3 28.000 38.000 2 12.0091 25.000 24.0091 18.000 4 39.000 12.000 0 Page 178 Of 198 *(11)MEMBER SPLICES: *Surf * Id No. Locate Type 1 0 2 2 0.0000 'VEE ' 18.0000 '-EE ' 3 2 0.0000 '-EE ' 24.0091 '-EE ' 4 1 0.0000 'VEE ' *(12)SEGMENT PLATES: * Surf Mem ---Segment-- Member Flange ----Plate_Thickness--- *No. Id Id Id Length Part Width Web OS_Flg IS_Flg 10 1 1 1 19.8333 '--------' 8.000 0.2200 0.3125 0.5000 1 1 2 0.0000 '--------' 8.000 0.2200 0.3125 0.5000 2 2 3 0.0000 '--------' 6.000 0.1875 0.3750 0.5000 2 3 4 0.0000 '--------' 6.000 0.1644 0.5000 0.3125 2 4 5 0.0000 '--------' 6.000 0.1644 0.5000 0.3750 3 5 6 0.0000 '--------' 6.000 0.1644 0.5000 0.3750 3 6 7 0.0000 '--------' 6.000 0.1644 0.5000 0.3125 3 7 8 0.0000 '--------' 6.000 0.1875 0.3750 0.5000 4 8 9 0.0000 '--------' 8.000 0.2200 0.3125 0.5000 4 8 10 19.8333 '--------' 8.000 0.2200 0.3125 0.5000 *(13)INTERIOR COLUMNS: * --------Column------- Cap Rafter Unbrace_Length ----Column--- * No. Id Typ Rot Locate Conn Opt Major Minor Set Part 0 *(14)INTERIOR COLUMN PLATES: * -Column- -----Depth---- No. Start ---Web_Depth-- Web Flg --Thickness-- * Id Shape Min Max Mem Locate Start End Thick Width OS_Flg IS_Flg *(15)INTERIOR COLUMN SPLICES: * Col * No. Id Id Locate Type 0 *(16)BASE & WALL OPTIONS: *----------Base---------- Open Brace * Id Conn Opt Elev Height Opt 1 'P ' '-' 0.0000 0.0000 '-' Left Column 2 'P ' '-' 0.0000 0.0000 '-' Right Column *(17)BASE DISPLACEMENT: *Base * Id Opt Dir Displace 0 '-' '-' 0.000 *(18)BASE SPRINGS: * Base --Spring_Constants-- * No. Id Elev Horz Vert Rotate 0 *(19)WALL GIRT: *Surf Bay * Id Type Part Depth Proj Lap Id No. Locate Type 1 'ZB' '08Z060 ' 8.000 0.000 1.1875 5 4 7.5000 'ZB' 14.0833 'ZB' 20.6667 'ZB' 27.2500 'ZB' Page 179 Of 198 4 'ZB' '08Z060 ' 8.000 0.000 1.1875 2 4 7.5000 'ZB' 14.0833 'ZB' 20.6667 'ZB' 27.2500 'ZB' *(20)ROOF PURLIN DESIGN: *Surf * Id Type Part Depth Proj Lap 2 'ZB' '08Z067 ' 8.000 0.000 2.9375 3 'ZB' '08Z067 ' 8.000 0.000 2.9375 *(21)ROOF PURLINS: *Surf Peak * Id Space No. Locate 2 1.3333 8 5.3379 10.6758 15.6758 20.6758 25.6758 30.6758 35.6758 40.6758 3 1.3333 8 1.3333 6.3333 11.3333 16.3333 21.3333 26.3333 31.3333 36.6712 *(22)FLANGE BRACE: *Surf Locate Side * Id No. Id Opt 1 4 1 'N' 2 '-' 3 '-' 4 '-' 2 5 1 '2' 3 '-' 5 '-' 7 '-' 8 '2' 3 4 1 '2' 3 '-' 6 '-' 8 '2' 4 4 1 'N' 2 '-' 3 '-' 4 '-' *(23)COLUMN ADDITIONAL BRACE LOCATIONS: * Col -Minor- *No. Id Height Major Out In 0 *(24)EXTENSIONS: *Surf ----Horizontal_Size---- -----Vertical_Size----- Load * Id No. Id Type Opt Elev Width Slope Elev Height Slope Width 1 0 4 0 *(25)BASIC LOADS: * ---Deflection--- * Dead Collat Live Snow Rain Basic Load_Ratio Temperature * Load Load Load Load Load Wind Snow Wind Seis Change 3.50 3.00 20.00 17.50 0.00 20.88 1.00 0.47 1.00 0.0 *(26)BASIC LOADS AT EAVE: *Seismic Weak_Axis_L Weak_Axis_R --Torsion-- -EW_Brace-- --Extension-- Page 180 Of 198 -Additional- * Load Wind Seis Wind Seis Wind Seis Wind Seis Wind Seis Wind Seis 4.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 *(27)WIND COEFFICIENT: *Surf --Wind_1--- --Wind_2--- Long_Wind Surface * Id Left Right Left Right 1 2 Friction 1 0.25 -0.53 0.66 -0.12 -0.63 -0.63 0.00 2 -0.87 -0.55 -0.51 -0.19 -0.87 -0.55 0.00 3 -0.55 -0.87 -0.19 -0.51 -0.55 -0.87 0.00 4 -0.53 0.25 -0.12 0.66 -0.63 -0.63 0.00 *(28)LONGITUDINAL BRACING LOAD: *----Wind----- ---Seismic--- * Horz Vert Horz Vert 5.73 7.34 12.58 16.10 Left Column 5.73 7.34 12.58 16.10 Right Column *(29)DESIGN LOADS:Strength * -----------------------------------------Load_Coefficients------------------------------ ----------- * ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 56 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 8 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 9 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 181 Of 198 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 19 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 20 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 39 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 40 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 41 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 42 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 43 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 44 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 45 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.70 0.00 0 0.00 46 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.40 -0.70 0.00 0 0.00 Page 182 Of 198 47 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 48 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 49 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0 0.00 50 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0 0.00 51 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0.00 0 0.00 52 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0.00 0 0.00 53 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 54 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 55 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.35 0.21 0.00 0 0.00 56 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.35 -0.21 0.00 0 0.00 *(30)DESIGN LOADS:Deflection * -----------------------------------------Load_Coefficients------------------------------ ----------- * ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 30 57 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 58 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 59 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 60 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 61 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 62 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 63 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 64 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 65 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 66 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 67 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 68 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 69 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 70 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 71 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 72 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 Page 183 Of 198 0.00 0.00 0.00 0.00 0 0.00 73 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 74 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 75 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 76 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0.00 0 0.00 77 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 78 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0 0.00 79 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 80 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 81 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0 0.00 82 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0 0.00 83 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 84 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0 0.00 *(31)DESIGN LOADS:Special * -----------------------------------------Load_Coefficients------------------------------ ----------- * ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Use Code Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 12 87 'EP' '---------' 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0 0.00 88 'EP' '---------' 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0 0.00 89 'EP' '---------' 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0.00 0 0.00 90 'EP' '---------' 1.15 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0.00 0 0.00 91 'EP' '---------' 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 92 'EP' '---------' 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 93 'EP' '---------' 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0.00 0 0.00 94 'EP' '---------' 1.11 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0.00 0 0.00 95 'EP' '---------' 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0 0.00 96 'EP' '---------' 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0 0.00 97 'EP' '---------' 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0.00 0 0.00 Page 184 Of 198 98 'EP' '---------' 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0.00 0 0.00 *(32)AUXILIARY LOAD: * No._Add --Add_Comb- *No. Id Name Loads Id Coeff 1 1 'MIN_SNOW ' 2 1 1.00 2 1.00 *(33)ADDITIONAL LOADS: * Add Loc Basic Load Fx Fy Mom Dx Dy .. Conc *No. Id Id Load Type W1 W2 Co Dl1 Dl2 .. Dist 2 1 2 'U_SNOW ' 'D ' -0.625 -0.625 0.021 0.0000 42.0091 2 3 'U_SNOW ' 'D ' -0.625 -0.625 -0.021 0.0000 42.0091 *(34)FLOOR BEAMS: *Bay Con_Type Con_Loc --Properties-- * Id No. Id Height Lt Rt Lt Rt Area Ixx 1 0 *(35)DIAGONAL BRACING: *Bay * Id No. Id Level Opt Area 1 0 *(36)CRANE BRACKET: * Span ----Crane---- ----Beam---- ----Offset---- -----Bracket------ Col_Sup *No. Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt Load 0 *(37)FRAME OPTIONS/FRAME LINES: *Moment Frame Frame *Frame Option Option_Id No. Frame_Line_Id 'OMF' '-' ' ' 4 2 3 4 5 *(38)DESIGN PLATES: * ----Plate--- --Plate_Size- Bolt Bolt ----Top--- --Bottom-- Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Gage2 11 'WEB_KNEE' 1 0.00 0.3125 0.000 0.00 0 0.00 0 0.00 0.00 'FLG_KNEE' 1 8.00 0.3125 0.000 0.00 0 0.00 0 0.00 0.00 'WEB_KNEE' 2 0.00 0.3125 0.000 0.00 0 0.00 0 0.00 0.00 'FLG_KNEE' 2 8.00 0.3125 0.000 0.00 0 0.00 0 0.00 0.00 'SPLICE ' 1 8.00 0.7500 1.000 3.50 2 0.00 2 0.00 3.50 'SPLICE ' 2 8.00 0.5000 0.625 3.50 2 0.00 2 0.00 3.50 'SPLICE ' 3 6.00 0.7500 0.875 3.50 2 0.00 2 0.00 3.50 'SPLICE ' 4 8.00 0.5000 0.625 3.50 2 0.00 2 0.00 3.50 'SPLICE ' 5 8.00 0.7500 1.000 3.50 2 0.00 2 0.00 3.50 'BASE ' 1 8.00 0.6250 1.000 4.00 2 0.00 0 0.00 0.00 'BASE ' 2 8.00 0.6250 1.000 4.00 2 0.00 0 0.00 0.00 *(39)SPECIAL FAB DATA * Piece *No. Id Key 0 *(40)ENDWALL COLUMNS: *Wall Expand_EW Max_Deflect Page 185 Of 198 * Id Use Offset No. Locate Offset Option Down Up 1 'N ' 0.000 0 3 'N ' 0.000 0 *(41)JACK BEAMS: * Spring_Constant *No. Id Offset Height Length Part Horz Vert 0 *(42)LINER: *---Wall_Height--- * F_SW B_SW Roof 0.0000 0.0000 'N' *(43)STEPPED LOAD COEFFICIENTS: * Basic Loc No. ----Step_1--- ----Step_2--- ----Step_3--- *No. Load Id Step Locate Coef Locate Coef Locate Coef 0 *(44)ADDITIONAL COLUMNS: *No. Id Type Rot Opt Part Elev 0 *(45)DESIGN CODE OPTIONS: *No. Event Condition 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * 1 Minimum snow load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Minimum snow load surface2 * 2 Minimum snow load surface3 * * Code files used: * IBC.18 * RF_IBC.18 Version 4.0 * *DS_RFDEP.Siz *Surface Span --Required- -----------Selected---------- * Id Id Type Span Type Span #Depth #Splice * 1 1 W 34.0 No record selected * 2 1 C 42.0 C 45.0 2 0 * 3 1 C 42.0 C 45.0 2 0 * 4 1 W 34.0 No record selected ================================================================================ U20H0626A Frame 1 - Design Code 5/20/21 10:05am ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: Page 186 Of 198 -------------- Wind Code : IBC 18 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ U20H0626A Frame 1 - Base Plates and Anchor Bolt 5/20/21 10:05am ================================================================================ DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00 (ksi ) Concrete Bearing = 1.10 (ksi ) Bolt Type = GR36 Bolt Shear Stress = 13.05 (ksi ) Bolt Tension Stress = 21.75 (ksi ) BASE PLATE & BOLT SIZE: ----------------------- ---Column_Base(in)--- --Plate_Size(in)-- --Bolts(GR36 )- -Shear(k )- Req Id Typ Depth Elev Width Length Thick Row Dia Gage Limit UC Thick ----- --- ----- ----- ----- ------ ----- --- ----- ---- ----- ----- ----- Left P 12.8 0.0 8.0 12.81 0.625 2 1.000 4.00 31.6 0.54 0.538 Right P 12.8 0.0 8.0 12.81 0.625 2 1.000 4.00 31.6 0.54 0.517 BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension Column -Max_Comp- Tens Shear -Max_Shear Shear Tens Id Ld Fy(k ) Ld Fy(k ) Fx(k ) Ld Fx(k ) Ld Fx(k ) Fy(k ) ------ --- ------ --- ------ ------ --- ------ --- ------ ------ Left 7 35.8 55 -19.7 17.0 55 17.0 55 17.0 -19.7 Right 8 35.8 55 -18.1 17.1 55 17.1 55 17.1 -18.1 WELDS: ------ Outside_Flange_To_Base Inside_Flange_To_Base -----Web_To_Base----- Base Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ----- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Left 0.250 F1 1.23 5.57 0.250 F1 1.23 5.57 0.250 F1 1.42 3.71 Right 0.250 F1 1.13 5.57 0.250 F1 1.13 5.57 0.250 F1 1.42 3.71 LOAD COMBINATIONS: ------------------ 7 - Dead+Collateral+MIN_SNOW 8 - Dead+Collateral+MIN_SNOW 55 - 0.45Dead+0.21Seismic_L+1.35Seismic_Long ================================================================================ Page 187 Of 198 U20H0626A Frame 1 - Bolted-End-Plates 5/20/21 10:05am ================================================================================ DESIGN CONSTANTS: ----------------- Splice Yield = 55.00 (ksi ) Bolt Type = A325 Pre-Tensioned Bolt Shear Stress = 27.00 (ksi ) Bolt Tension Stress = 45.00 (ksi ) PLATE SIZE: ----------- Splice Member Web Splice(in) -----------------Bolts(A325 )----------------- Id Typ Locate Depth Width Thick Dia Gage Gage2 RowT SpaceT RowB SpaceB RowI -- --- ------ ----- ----- ----- ----- ----- ----- ---- ------ ---- ------ ---- 1 VEE 1- 2 38.00 8.0 0.750 1.000 3.50 3.50 2 4.50 2 4.50 0 2 -EE 2- 3 18.00 8.0 0.500 0.625 3.50 3.50 2 3.75 2 3.75 0 3 -EE 4- 5 28.01 6.0 0.750 0.875 3.50 3.50 2 4.25 2 4.25 0 4 -EE 6- 7 18.00 8.0 0.500 0.625 3.50 3.50 2 3.75 2 3.75 0 5 VEE 7- 8 38.00 8.0 0.750 1.000 3.50 3.50 2 4.50 2 4.50 0 PLATE DESIGN: ------------- -------Max_Moment------ -------Max_Shear------ Splice Ten Load Axial Shear Moment Load Axial Shear Moment Req Req Bolt Id Typ Loc Id (k ) (k ) (f-k ) Id (k ) (k ) (f-k ) Thick Dia UC -- --- --- ---- ----- ----- ------ ---- ----- ----- ------ ----- ----- ----- 1 VEE Top 7 13.5 31.3 348.8 7 13.5 31.3 348.8 0.620 0.921 0.88 Bot 95b 0.9 -3.8 -200.8 37 -3.3 -8.3 -124.6 0.459 0.652 0.43 2 -EE Top 46 4.0 8.0 66.7 7 13.9 19.4 4.8 0.489 0.522 0.72 Bot 45 3.7 2.6 -62.8 22 9.4 9.9 -23.3 0.489 0.516 0.68 3 -EE Top 37 -3.5 -0.6 41.8 18 -5.4 1.1 24.7 0.739 0.774 0.17 Bot 8 13.5 -0.1 -230.9 46 3.9 2.7 -62.3 0.742 0.787 0.81 4 -EE Top 45 3.8 -7.9 64.3 8 13.9 -19.4 4.8 0.489 0.516 0.70 Bot 46 3.9 -2.5 -65.2 24 9.4 -9.9 -23.3 0.489 0.525 0.71 5 VEE Top 8 13.5 -31.3 348.8 8 13.5 -31.3 348.8 0.620 0.921 0.88 Bot 96b 0.9 3.8 -200.8 39 -3.3 8.3 -124.6 0.459 0.652 0.43 b)Loads shown are full loads. Design results are adjusted for seismic strength factor (1.200) ---Unity_Check--- Splice Thick Dia_Required EP Bolt Bolt Id Typ Req Top Bot Bend Top Bot ------ ----- ----- ----- ----- ----- ----- 1 VEE 0.62 0.921 0.652 0.68 0.88 0.43 2 -EE 0.49 0.522 0.516 0.96 0.72 0.68 3 -EE 0.74 0.774 0.787 0.98 0.17 0.81 4 -EE 0.49 0.516 0.525 0.96 0.70 0.71 5 VEE 0.62 0.921 0.652 0.68 0.88 0.43 WELDS: ------ Outside_Flange_To_Bep Inside_Flange_To_Bep -----Web_To_Bep------ Splice Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Side Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit -- ---- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- 1 L 0.375 F2 7.02 8.35 (a) G1 7.93 66.00 0.188 F1 0.82 2.78 1 R 0.438 F2 9.32 9.74 0.250 F2 5.37 6.68 0.188 F1 0.82 2.78 Page 188 Of 198 2 L 0.188 F2 3.77 4.18 0.250 F2 3.55 5.57 0.188 F1 1.08 2.78 2 R 0.250 F2 3.76 5.57 0.188 F2 3.54 4.18 0.188 F1 1.08 2.78 3 L 0.250 F2 1.51 5.57 0.438 F2 8.36 9.74 0.188 F1 0.10 2.78 3 R 0.250 F2 1.51 5.57 0.438 F2 8.36 9.74 0.188 F1 0.10 2.78 4 L 0.250 F2 3.62 5.57 0.188 F2 3.67 4.18 0.188 F1 1.08 2.78 4 R 0.188 F2 3.63 4.18 0.250 F2 3.68 5.57 0.188 F1 1.08 2.78 5 L 0.438 F2 9.32 9.74 0.250 F2 5.37 6.68 0.188 F1 0.82 2.78 5 R 0.375 F2 7.02 8.35 (a) G1 7.93 66.00 0.188 F1 0.82 2.78 (a)Full penetration groove weld LOAD COMBINATIONS: ------------------ 7 - Dead+Collateral+MIN_SNOW 8 - Dead+Collateral+MIN_SNOW 18 - Dead-0.6Wind_Long1 22 - Dead+Collateral+0.75Live+0.45Wind_Left2 24 - Dead+Collateral+0.75Live+0.45Wind_Right2 37 - 0.6Dead+0.6Wind_Left1 39 - 0.6Dead+0.6Wind_Right1 45 - 1.15Dead+1.15Collateral+0.7Seismic_L+0.4Seismic_Long 46 - 1.15Dead+1.15Collateral+0.7Seismic_R-0.4Seismic_Long 95 - 0.45Dead+1.62Seismic_L 96 - 0.45Dead+1.62Seismic_R ================================================================================ U20H0626A Frame 1 - Bearing Stiffeners 5/20/21 10:05am ================================================================================ Stiffener Yield = 50.0 (ksi ) STIFFENER SIZE: --------------- ----Stiffener--- --Web(in)-- ----Stiffener_Size(in)--- Location Offset Depth Thick Width Thick Length No. -------- ------ ----- ----- ----- ----- ------ --- Lt Col 0.0 39.00 0.313 4.00 0.250 38.80 1 Rt Col 84.0 39.00 0.313 4.00 0.250 38.80 1 STIFFENER DESIGN: ----------------- ----Tension(k )--- --Compression(k )- Max Location Load Calc Limit Load Calc Limit UC -------- ---- ----- ----- ---- ----- ----- ---- Lt Col 37 30.5 59.9 7 86.6 133.0 0.65 Rt Col 39 30.5 59.9 8 86.6 133.0 0.65 WELDS: ------ ---Stiff_To_Flg/EP--- -----Stiff_To_Web---- Stiffener Shear(k/in ) Shear(k/in ) Location Size Typ Calc Limit Size Typ Calc Limit ---------- ----- --- ----- ----- ----- --- ----- ----- Lt Col 0.250 F1 3.81 5.57 0.188 F1 1.12 2.78 Rt Col 0.250 F1 3.81 5.57 0.188 F1 1.12 2.78 LOAD COMBINATIONS: ------------------ 7 - Dead+Collateral+MIN_SNOW Page 189 Of 198 8 - Dead+Collateral+MIN_SNOW 37 - 0.6Dead+0.6Wind_Left1 39 - 0.6Dead+0.6Wind_Right1 ================================================================================ U20H0626A Frame 1 - Flange Braces 5/20/21 10:05am ================================================================================ DESIGN CONSTANTS: ----------------- Flange Brace Yield = 55.00 ksi Girt/Purlin Yield = 55.00 ksi Flange Brace Bolt = A325 (2 Washers) Bolt Shear Stress = 27.00 ksi Flange Brace Force Inside flange, max of bending compression & axial LAYOUT: ------- Surf Seg Web Brace Angle Design -----Bolt_Dia----- --Attachment- Id Loc Side Part Id Depth Offset Deg Length Frame Purlin Clip Frame Purlin Ref ---- --- ---- -------- --- ----- ------ ----- ------ ----- ------ ----- ------ ------ ----- 1 2 1 L2525105 1 24.59 29.25 55.3 33.30 0.500 0.500 0.500 Clip Clip 3 1 L2525105 2 30.47 29.25 47.8 36.97 0.500 0.500 0.500 Clip Clip 4 1 L2525105 2 36.36 29.25 41.7 41.16 0.500 0.500 0.500 Clip Clip 2 1 2 L2525105 3 35.91 29.25 42.0 40.87 0.500 0.500 0.500 Clip Clip 3 1 L2525105 3 21.29 29.25 60.1 31.57 0.500 0.500 0.500 Clip Clip 5 1 L2525105 4 22.48 29.25 58.1 32.25 0.500 0.500 0.500 Clip Clip 7 1 L2525105 5 26.43 29.25 52.5 34.50 0.500 0.500 0.500 Clip Clip 8 2 L2525105 5 27.68 29.25 50.9 35.27 0.500 0.500 0.500 Clip Clip 3 1 2 L2525105 6 27.68 29.25 50.9 35.27 0.500 0.500 0.500 Clip Clip 3 1 L2525105 6 25.17 29.25 54.2 33.75 0.500 0.500 0.500 Clip Clip 6 1 L2525105 8 21.29 29.25 60.1 31.57 0.500 0.500 0.500 Clip Clip 8 2 L2525105 8 35.91 29.25 42.0 40.87 0.500 0.500 0.500 Clip Clip 4 2 1 L2525105 10 24.59 29.25 55.3 33.30 0.500 0.500 0.500 Clip Clip 3 1 L2525105 9 30.47 29.25 47.8 36.97 0.500 0.500 0.500 Clip Clip 4 1 L2525105 9 36.36 29.25 41.7 41.16 0.500 0.500 0.500 Clip Clip DESIGN: ------- Surf Load Force -Brace_UC- ---Connection_UC--- Id Loc Id (k ) Comp Tens Frame Purlin Clip ---- --- ---- ----- ---- ---- ----- ------ ---- 1 2 7 1.05 0.31 0.22 0.20 0.24 0.20 3 7 1.29 0.39 0.27 0.24 0.27 0.24 4 7 1.49 0.47 0.31 0.28 0.28 0.28 2 1 7 0.61 0.19 0.13 0.12 0.06 0.12 3 46 0.49 0.15 0.10 0.09 0.06 0.09 5 39 0.16 0.05 0.03 0.03 0.02 0.03 7 39 0.17 0.05 0.04 0.03 0.02 0.03 8 39 0.08 0.02 0.02 0.02 0.01 0.02 3 1 37 0.08 0.02 0.02 0.02 0.01 0.02 3 37 0.18 0.05 0.04 0.03 0.02 0.03 6 45 0.48 0.14 0.10 0.09 0.05 0.09 8 8 0.61 0.19 0.13 0.12 0.06 0.12 4 2 8 1.05 0.31 0.22 0.20 0.24 0.20 3 8 1.29 0.39 0.27 0.24 0.27 0.24 Page 190 Of 198 4 8 1.49 0.47 0.31 0.28 0.28 0.28 LOAD COMBINATIONS: ------------------ 7 - Dead+Collateral+MIN_SNOW 8 - Dead+Collateral+MIN_SNOW 37 - 0.6Dead+0.6Wind_Left1 39 - 0.6Dead+0.6Wind_Right1 45 - 1.15Dead+1.15Collateral+0.7Seismic_L+0.4Seismic_Long 46 - 1.15Dead+1.15Collateral+0.7Seismic_R-0.4Seismic_Long ================================================================================ U20H0626A Frame 1 - Web To Flange Weld 5/20/21 10:05am ================================================================================ ---Web_Flange_Weld--- Surf Mem Seg Sec Load Shear Q Ixx Shear(k/in ) Id Id Id Id Id (k ) (in3) (in4) Size Typ Calc Limit ---- --- --- --- ---- ----- ----- ------ ----- --- ----- ----- 1 1 1 1 7 12.4 20.8 273 0.188 F1 0.94 2.78 1 1 2 17 7 12.4 53.4 1919 0.188 F1 0.34 2.78 2 2 3 41 7 18.5 25.3 532 0.188 F1 0.88 2.78 2 3 4 42 7 19.7 23.7 480 0.188 F1 0.97 2.78 2 4 5 52 7 9.8 35.1 1054 0.188 F1 0.33 2.78 3 5 6 75 8 9.8 35.1 1054 0.188 F1 0.33 2.78 3 6 7 85 8 19.7 23.7 480 0.188 F1 0.97 2.78 3 7 8 86 8 18.5 25.3 532 0.188 F1 0.88 2.78 4 8 9 110 8 12.4 53.4 1919 0.188 F1 0.34 2.78 4 8 10 126 8 12.4 20.8 273 0.188 F1 0.94 2.78 LOAD COMBINATIONS: ------------------ 7 - Dead+Collateral+MIN_SNOW 8 - Dead+Collateral+MIN_SNOW ================================================================================ U20H0626A Frame 1 - Special Segments 5/20/21 10:05am ================================================================================ FLANGE PLATE: ---------------- --Initial-- ---Final--- Width Thick Width Thick Locate (in) (in) (in) (in) ------ ----- ----- ----- ----- Lt Col 8.0 0.313 8.0 0.313 Rt Col 8.0 0.313 8.0 0.313 WEB PLATE: ---------- Calc ---Initial-- ------Final------ ------Actions----- Web Web Shear Web Shear Axial Moment Shear Thick Limit Thick Limit Locate Id (k ) (f-k ) (k ) (in) (k ) (in) (k ) UC Note ------ --- ----- ------ ----- ----- ----- ----- ----- ---- ------------- Lt Col 7 16.0 348.8 102.1 0.220 127.8 0.313 127.8 0.80 AISC G2-1 Rt Col 8 16.0 348.8 102.1 0.220 127.8 0.313 127.8 0.80 AISC G2-1 Page 191 Of 198 REQUIRED WEB DESIGN: -------------------- Locate h av Kv Cv ------ ----- ----- ----- ----- Lt Col 39.00 37.60 10.38 0.53 Rt Col 39.00 37.60 10.38 0.53 LOAD COMBINATIONS: ------------------ 7 - Dead+Collateral+MIN_SNOW 8 - Dead+Collateral+MIN_SNOW ================================================================================ U20H0626A Frame 1 - Design Summary 5/20/21 10:05am ================================================================================ FRAME: ------ Id = 1 Type = RF Line Id = 2 3 4 5 Load Width= 25.00 UC Limit= 1.03 KL/R Limit= 200.00 MEMBERS: -------- -----Max_Axial+Moment---- Srf Mem Seg --Flange- Web_Depth -Plate_Thickness- --Max_Shear- ----O-Flg--- ----I-Flg--- Max Id Id Id Len Wid Strt End Web O-flg I-flg Id Ld Ucv Id Ld Uco Id Ld Uci KL/R --- --- --- ---- ---- ---- ---- ----- ----- ----- --- --- ---- --- --- ---- --- --- ---- ---- 1 1 1 19.8 8.0 12.0 29.7 0.220 0.313 0.500 1 7 0.22 16 7 0.63 12 7 0.76 99 1 1 2 13.5 8.0 29.7 39.0 0.220 0.313 0.500 27 7 0.22 27 7 0.70 27 7 0.78 99 2 2 3 14.1 6.0 38.0 18.0 0.188 0.375 0.500 28 7 0.72 28 7 0.87 28 7 0.95 122 2 3 4 12.0 6.0 18.0 25.0 0.164 0.500 0.313 42 7 0.60 51 8 0.81 51 8 0.87 122 2 4 5 12.0 6.0 25.0 28.0 0.164 0.500 0.375 52 7 0.30 60 8 0.96 60 8 0.92 93 3 5 6 12.0 6.0 28.0 25.0 0.164 0.500 0.375 75 8 0.30 66 7 0.97 67 7 0.92 139 3 6 7 12.0 6.0 25.0 18.0 0.164 0.500 0.313 85 8 0.60 76 7 0.92 76 7 0.88 141 3 7 8 14.1 6.0 18.0 38.0 0.188 0.375 0.500 99 8 0.72 99 8 0.87 99 8 0.95 138 4 8 9 13.5 8.0 39.0 29.7 0.220 0.313 0.500 100 8 0.22 100 8 0.70 100 8 0.78 99 4 8 10 19.8 8.0 29.7 12.0 0.220 0.313 0.500 126 8 0.22 111 8 0.63 115 8 0.76 99 LOAD COMBINATIONS: ------------------ Page 192 Of 198 #- Controlling Load Combination In Design Summary 1 - Dead+Collateral 2 - Dead+Collateral 3 - Dead+Collateral+Live 4 - Dead+Collateral+Live 5 - Dead+Collateral+Snow 6 - Dead+Collateral+Snow 7#- Dead+Collateral+MIN_SNOW 8#- Dead+Collateral+MIN_SNOW 9 - Dead+Collateral+0.75Live 10 - Dead+Collateral+0.75Live 11 - Dead+Collateral+0.75Snow 12 - Dead+Collateral+0.75Snow 13 - Dead+0.6Wind_Left1 14 - Dead+0.6Wind_Left2 15 - Dead+0.6Wind_Right1 16 - Dead+0.6Wind_Right2 17 - Dead+0.6Wind_Long1 18 - Dead-0.6Wind_Long1 19 - Dead+0.6Wind_Long2 20 - Dead-0.6Wind_Long2 21 - Dead+Collateral+0.75Live+0.45Wind_Left1 22 - Dead+Collateral+0.75Live+0.45Wind_Left2 23 - Dead+Collateral+0.75Live+0.45Wind_Right1 24 - Dead+Collateral+0.75Live+0.45Wind_Right2 25 - Dead+Collateral+0.75Live+0.45Wind_Long1 26 - Dead+Collateral+0.75Live-0.45Wind_Long1 27 - Dead+Collateral+0.75Live+0.45Wind_Long2 28 - Dead+Collateral+0.75Live-0.45Wind_Long2 29 - Dead+Collateral+0.75Snow+0.45Wind_Left1 30 - Dead+Collateral+0.75Snow+0.45Wind_Left2 31 - Dead+Collateral+0.75Snow+0.45Wind_Right1 32 - Dead+Collateral+0.75Snow+0.45Wind_Right2 33 - Dead+Collateral+0.75Snow+0.45Wind_Long1 34 - Dead+Collateral+0.75Snow-0.45Wind_Long1 35 - Dead+Collateral+0.75Snow+0.45Wind_Long2 36 - Dead+Collateral+0.75Snow-0.45Wind_Long2 37 - 0.6Dead+0.6Wind_Left1 38 - 0.6Dead+0.6Wind_Left2 39 - 0.6Dead+0.6Wind_Right1 40 - 0.6Dead+0.6Wind_Right2 41 - 0.6Dead+0.6Wind_Long1 42 - 0.6Dead-0.6Wind_Long1 43 - 0.6Dead+0.6Wind_Long2 44 - 0.6Dead-0.6Wind_Long2 45 - 1.15Dead+1.15Collateral+0.7Seismic_L+0.4Seismic_Long 46 - 1.15Dead+1.15Collateral+0.7Seismic_R-0.4Seismic_Long 47 - 1.15Dead+1.15Collateral+0.7Seismic_Long 48 - 1.15Dead+1.15Collateral-0.7Seismic_Long 49 - 1.11Dead+1.11Collateral+0.52Seismic_L 50 - 1.11Dead+1.11Collateral+0.52Seismic_R 51 - 1.11Dead+1.11Collateral+0.52Seismic_Long 52 - 1.11Dead+1.11Collateral-0.52Seismic_Long 53 - 0.45Dead+0.7Seismic_L 54 - 0.45Dead+0.7Seismic_R 55 - 0.45Dead+0.21Seismic_L+1.35Seismic_Long 56 - 0.45Dead+0.21Seismic_R-1.35Seismic_Long 57 - Dead+Collateral 58 - Dead+Collateral Page 193 Of 198 59 - Dead+Collateral+Live 60 - Dead+Collateral+Live 61 - Dead+Collateral+Snow 62 - Dead+Collateral+Snow 63 - Dead+Collateral+MIN_SNOW 64 - Dead+Collateral+MIN_SNOW 65 - Live 66 - Live 67 - Snow 68 - Snow 69 - MIN_SNOW 70 - MIN_SNOW 71 - Dead+0.47Wind_Left1 72 - Dead+0.47Wind_Left2 73 - Dead+0.47Wind_Right1 74 - Dead+0.47Wind_Right2 75 - Dead+0.47Wind_Long1 76 - Dead-0.47Wind_Long1 77 - Dead+0.47Wind_Long2 78 - Dead-0.47Wind_Long2 79 - 1.15Dead+1.15Collateral+0.7Seismic_L 80 - 1.15Dead+1.15Collateral+0.7Seismic_R 81 - 1.11Dead+1.11Collateral+0.52Seismic_L 82 - 1.11Dead+1.11Collateral+0.52Seismic_R 83 - 0.45Dead+0.7Seismic_L 84 - 0.45Dead+0.7Seismic_R 85 - Seismic_L 86 - Seismic_R PLATE LIMITS: ------------- -----Web---- -----Flange---- Web_Area/ Seg Depth/Thick Width/(2xThick) ---Flange--- Flange_Area Id Calc Limit Calc Limit Thick Min Calc Limit --- ----- ----- ----- ----- ----- ----- ----- ----- 1 131.4 260.0 12.8 0.313 0.220 2.5 10.0 2 177.3 260.0 12.8 0.313 0.220 3.4 10.0 3 202.7 260.0 8.0 0.375 0.188 3.2 10.0 4 152.1 260.0 9.6 0.313 0.164 2.2 10.0 5 170.3 260.0 8.0 0.375 0.164 2.0 10.0 6 170.3 260.0 8.0 0.375 0.164 2.0 10.0 7 152.1 260.0 9.6 0.313 0.164 2.2 10.0 8 202.7 260.0 8.0 0.375 0.188 3.2 10.0 9 177.3 260.0 12.8 0.313 0.220 3.4 10.0 10 131.4 260.0 12.8 0.313 0.220 2.5 10.0 FRAME AREA: ---------- Frame Area= 320.79 Building Area= 2892.75 Ratio= 0.11 WEIGHTS: -------- Member 1 2 3 4 5 6 7 8 ---------- ----- ----- ----- ----- ----- ----- ----- ----- Weight (lb) 1396 506 343 391 391 343 506 1396 Page 194 Of 198 Total Weight (lb) Frame = 5273 Splice Plate = 518 Base Plate = 36 -------- 5827 REACTIONS - Sidewall Columns: ----------------------------- Load ----------Left_Column---------- ----------Right_Column--------- Id Fx(k ) Fy(k ) Fz(k ) M(f-k ) Fx(k ) Fy(k ) Fz(k ) M(f-k ) ---- ------ ------- ------- -------- ------ ------- ------- -------- 1 3.20 9.49 0.00 0.00 -3.20 9.44 0.00 0.00 2 3.20 9.44 0.00 0.00 -3.20 9.49 0.00 0.00 3 11.45 30.54 0.00 0.00 -11.45 30.39 0.00 0.00 4 11.45 30.39 0.00 0.00 -11.45 30.54 0.00 0.00 5 10.42 27.91 0.00 0.00 -10.42 27.77 0.00 0.00 6 10.42 27.77 0.00 0.00 -10.42 27.91 0.00 0.00 7 13.51 35.81 0.00 0.00 -13.51 35.64 0.00 0.00 8 13.51 35.64 0.00 0.00 -13.51 35.81 0.00 0.00 9 9.39 25.28 0.00 0.00 -9.39 25.15 0.00 0.00 10 9.39 25.15 0.00 0.00 -9.39 25.28 0.00 0.00 11 8.62 23.30 0.00 0.00 -8.62 23.19 0.00 0.00 12 8.62 23.19 0.00 0.00 -8.62 23.30 0.00 0.00 13 -5.16 -5.77 0.00 0.00 -3.06 -0.28 0.00 0.00 14 -5.32 -1.08 0.00 0.00 -2.90 4.49 0.00 0.00 15 3.06 -0.28 0.00 0.00 5.16 -5.77 0.00 0.00 16 2.90 4.49 0.00 0.00 5.32 -1.08 0.00 0.00 17 1.44 -8.49 3.44 0.00 -1.35 -6.38 3.44 0.00 18 1.60 0.33 0.00 0.00 -1.51 2.42 0.00 0.00 19 1.35 -6.38 3.44 0.00 -1.44 -8.49 3.44 0.00 20 1.51 2.42 0.00 0.00 -1.60 0.33 0.00 0.00 21 4.06 16.01 0.00 0.00 -10.22 20.41 0.00 0.00 22 3.93 19.53 0.00 0.00 -10.10 23.99 0.00 0.00 23 10.22 20.41 0.00 0.00 -4.06 16.01 0.00 0.00 24 10.10 23.99 0.00 0.00 -3.93 19.53 0.00 0.00 25 9.00 14.14 2.58 0.00 -8.94 15.67 2.58 0.00 26 9.12 20.75 0.00 0.00 -9.05 22.27 0.00 0.00 27 8.94 15.67 2.58 0.00 -9.00 14.14 2.58 0.00 28 9.05 22.27 0.00 0.00 -9.12 20.75 0.00 0.00 29 3.28 14.05 0.00 0.00 -9.45 18.43 0.00 0.00 30 3.16 17.58 0.00 0.00 -9.33 22.00 0.00 0.00 31 9.45 18.43 0.00 0.00 -3.28 14.05 0.00 0.00 32 9.33 22.00 0.00 0.00 -3.16 17.58 0.00 0.00 33 8.23 12.17 2.58 0.00 -8.17 13.71 2.58 0.00 34 8.35 18.78 0.00 0.00 -8.28 20.31 0.00 0.00 35 8.17 13.71 2.58 0.00 -8.23 12.17 2.58 0.00 36 8.28 20.31 0.00 0.00 -8.35 18.78 0.00 0.00 37 -5.95 -8.28 0.00 0.00 -2.27 -2.82 0.00 0.00 38 -6.10 -3.59 0.00 0.00 -2.11 1.95 0.00 0.00 39 2.27 -2.82 0.00 0.00 5.95 -8.28 0.00 0.00 40 2.11 1.95 0.00 0.00 6.10 -3.59 0.00 0.00 41 0.66 -11.01 3.44 0.00 -0.57 -8.90 3.44 0.00 42 0.81 -2.20 0.00 0.00 -0.72 -0.10 0.00 0.00 43 0.57 -8.90 3.44 0.00 -0.66 -11.01 3.44 0.00 44 0.72 -0.10 0.00 0.00 -0.81 -2.20 0.00 0.00 45 0.39 1.79 5.03 0.00 -6.90 7.09 5.03 0.00 Page 195 Of 198 46 7.11 20.07 0.00 0.00 -0.60 14.57 0.00 0.00 47 3.68 -0.39 8.81 0.00 -3.68 -0.39 8.81 0.00 48 4.07 22.15 0.00 0.00 -4.07 22.15 0.00 0.00 49 1.11 8.54 0.00 0.00 -5.95 12.47 0.00 0.00 50 5.95 12.47 0.00 0.00 -1.11 8.54 0.00 0.00 51 3.55 2.13 6.54 0.00 -3.55 2.13 6.54 0.00 52 3.84 18.88 0.00 0.00 -3.84 18.88 0.00 0.00 53 -2.41 0.28 0.00 0.00 -4.10 5.40 0.00 0.00 54 4.10 5.40 0.00 0.00 2.41 0.28 0.00 0.00 55 -0.10 -19.66 16.98 0.00 -1.86 -18.13 16.98 0.00 56 2.61 25.44 0.00 0.00 -0.66 23.71 0.00 0.00 DEFLECTIONS: ------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 57 -0.08 0.02 -1.33 58 -0.02 0.08 -1.33 59 -0.27 0.09 -4.79 60 -0.09 0.27 -4.79 61 -0.25 0.08 -4.36 62 -0.08 0.25 -4.36 63 -0.32 0.10 -5.66 64 -0.10 0.32 -5.66 65 -0.20 0.07 -3.46 66 -0.07 0.20 -3.46 67 -0.17 0.06 -3.03 68 -0.06 0.17 -3.03 69 -0.24 0.08 -4.33 70 -0.08 0.24 -4.33 71 1.55 1.53 0.48 72 1.57 1.57 -0.28 73 -1.53 -1.55 0.48 74 -1.57 -1.57 -0.28 75 -0.28 -0.28 0.27 76 -0.28 -0.28 0.27 77 0.28 0.28 0.27 78 0.28 0.28 0.27 79 3.23 3.34 -1.85 80 -3.34 -3.23 -1.85 81 2.38 2.49 -1.69 82 -2.49 -2.38 -1.69 83 3.16 3.19 -0.75 84 -3.19 -3.16 -0.75 85 4.48 4.48 -0.57 86 -4.48 -4.48 -0.57 DEFLECTIONS RATIO: ------------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 57 5051 19255 758 Page 196 Of 198 58 19250 5051 758 59 1457 4626 210 60 4625 1457 210 61 1599 5111 231 62 5110 1599 231 63 1236 3885 178 64 3884 1236 178 65 2048 6091 291 66 6089 2048 291 67 2340 6961 332 68 6960 2340 332 69 1637 4869 232 70 4868 1637 232 71 257 261 2098 72 254 254 3583 73 261 257 2098 74 254 254 3583 75 1445 1442 3766 76 1421 1415 3794 77 1442 1444 3766 78 1415 1421 3794 79 123 119 545 80 119 123 545 81 167 160 596 82 160 167 596 83 126 125 1349 84 125 126 1349 85 89 89 1754 86 89 89 1754 MAX DEFLECTION: --------------- Load Deflect Span/Deflect Type Id (in) Calc Limit ---------------- ---- ------- ----- ----- Live Vertical -3.46 291. 180. Horizontal Drift 86 -4.48 89. 40. Horizontal Total 86 -4.48 89. 40. Horizontal Spring Constant= 2.08 k/in P-DELTA - Direct Analysis: ----------------------------- CONVERGENCE CHECK: Max Deflect Column Ratio ------ ------- Left 0.0487 Right 0.0487 MAXIMUM DRIFT CHECK: Max_Drift(in) Second/ Load First Second First Id Order Order Ratio ---- ------ ------ ------- 1 0.05 0.08 1.58 ================================================================================ Page 197 Of 198 U20H0626A Frame 1 - Rigid Frame Clearances 5/20/21 10:05am ================================================================================ VERTICAL CLEARANCE: ------------------- Location Span X_Coord Y_Coord ------------------------ ------- -------- -------- Left 30'02-01" 3'11-12" 30'02-01" Right 30'02-01" 80'00-04" 30'02-01" Midspan 32'01-11" 18'00-08" 32'01-11" HORIZONTAL CLEARANCE: --------------------- Location Span X_CoordL X_CoordR ------------------------ ------- -------- -------- Left - Right 76'00-07" 3'11-12" 80'00-04" ================================================================================ U20H0626A Frame 1 - Weight Summary 5/20/21 10:05am ================================================================================ Total Weight (lb) Frame = 5273 Splice Plate = 518 Base Plate = 36 -------- 5827 ================================================================================ U20H0626A Frame 1 - Warning Summary 5/20/21 10:05am ================================================================================ .. No Warnings Page 198 Of 198