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12 0.8 0.00 0.30 0.01 9 1.5 0.8 160.7 0.00 0.6 -8.5 145.7 0.00 <br /> 13 0.8 0.00 0.30 0.01 <br /> 14 0.8 0.00 0.30 0.00 PANEL DEFLECTION: <br /> 15 0.8 0.00 0.30 0.01 ---- <br /> 16 1.5 0.00 0.02 0.00 Ext Load Deflection(in) <br /> 17 1.5 0.00 0.02 0.00 Id Area Id Offset Calc Limit Ratio <br /> LOAD COMBINATION: 1 Roof 10 0.8 0.00 0.30 0.00 <br /> 11 0.8 0.80 0.30 0.01 <br /> Load 12 0.8 0.00 0 30 0.01 <br /> Id Description 13 0.8 0.00 0 30 0.01 <br /> ---- --- 14 0.8 8.00 8 30 0.00 <br /> 1 Dead+Live 15 0.8 0.00 0.30 0.00 <br /> 2 Dead+Snow 16 1.5 8.80 0.02 0.00 <br /> 3 Dead+Snow+Snow_Drift 17 1.5 0.00 8.02 0.00 <br /> 4 Dead+Snow+Slide_Snow 1 RoofLt 10 0.8 8.80 0,30 0.00 <br /> 5 Dead+0.75Live+0 45wird_Pressurel 11 0.8 0.00 0.30 0.01 <br /> 6 Dead+0.75Snow+0.45Wind Pressurel 12 0.8 0.00 0 30 0.01 <br /> 7 0.6Dead+0.6Wind_Suctionl 13 0.8 8.00 0.30 0.01 <br /> 8 Dead+UNB 5L 14 0.8 0.00 0.30 0.08 <br /> 9 Dead+Ulue_SL 15 0.8 0.00 8.38 0.01 <br /> 10 Live 16 1.5 0.00 0.02 0.00 <br /> 11 Snow 17 1.5 0.00 0.82 0.00 <br /> 12 Snow+Snow_Drift 1 RoOfRt 10 0.8 0.00 0.30 0.00 <br /> 13 Snow+Slide Snow 11 0.8 0.00 8.30 0.01 <br /> 14 Wind_Pressurel 12 0.8 0.00 8.30 0.01 <br /> 15 Wind5uctionl 13 0.8 0.00 0.30 0.01 <br /> 16 UNB_SL 14 0.8 0.00 6.30 0.00 <br /> 17 UNB_SL 15 0.8 0.00 8.30 0.01 <br /> c= a- 16 1.5 0.00 0.02 0.08 <br /> 2992 Roof Diagonal Bracing 7/27/21 7:30pm 17 1.5 0.00 6.02 0.00 <br /> ... <br /> 2 Roof 10 0.8 0.00 0.30 0.00 <br /> PANEL SHEAR: 11 0.8 0.00 0.30 0.01 <br /> 12 0.8 0.00 0.30 0.01 <br /> Wind Seismic 13 0.8 0.00 8.30 0.01 <br /> Length Calc Calc Limit 14 0.8 0.00 8.30 0.00 <br /> 15 0.8 0.00 0.38 0.00 <br /> 20.00 0.0 8.9 0.0 16 1.5 0.08 0.02 0.00 <br /> 17 1.5 0.00 0.02 0.00 <br /> DIAGONAL BRACING: 2 RoofLt 10 8.8 0.00 0.30 0.00 <br /> __. ..--.. .-... 11 8.8 0.00 0.38 0.01 <br /> 8race_Tension(k ) 12 0.8 8.80 0.30 0.01 <br /> Bay Brace Locate Diag_Brace ----Mind---- ---Seismic-- Max 13 0.8 0.00 0.30 0.01 <br /> Id Start End Type Size Part Calc Limit Calc Limit UC 14 0.8 0.80 0.30 0.80 <br /> KL/R 15 0.8 0.00 0.30 0.01 <br /> _.. _._.. .... ...... .. .... ..... .... 16 1.5 0.00 0.02 0.00 <br /> .. 17 1.5 0.00 0.02 8.00 <br /> 1 0.00 12.50 R 0.500 RD4 0.00 5.03 0.18 5.03 0.04 2 RoofRt 10 0.8 0.00 0.30 8.00 <br /> 11 0.8 0.00 0.30 8.01 <br />