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EDGE ZONE: Importance - Seismic = 1.00 <br /> Wind_Ratio---- Seismic Design Category= o <br /> --Left Zone-- --Right_Zone- lamb/ Seismic Coeff (Fa•Ss) = 1.23 <br /> Width Base Width Base Girt Panel Column <br /> 0.08 0.00 0.80 0.80 1.00 1.00 1.88 <br /> Designer : RLG <br /> WIND PRESSURE/SUCTION: Detailer : RLG <br /> Wind Wind Wind <br /> Press Suct Long <br /> 16.0 -16.0 .. Girt/Header <br /> 16.0 -16.0 .. Panel <br /> 16.0 -16.0 .. lamb 7/27/21 <br /> 16.0 -18.4 .. Parapet <br /> LEFT ENOWALL: <br /> 2992 Design Loads For Building Components: 7/27/21 7:31pm <br /> BASIC LOADS: <br /> Dead Coll Live Snow Rain Basic Wind_Load_Ratio <br /> Load Load Load Load Load Wind Deflect Factor <br /> 2.0 1.0 18.3 25.8 0.0 12.5 8.49 8.68 FRONT SIDEWALL: <br /> EDGE ZONE: <br /> Wind_Ratio---- BASIC LOADS: <br /> --Left Zone-- --Right_Zone- lamb/ Basic Wind_Load_Ratio <br /> Width Base Width Base Girt Panel Column Wind Deflect Factor <br /> 0.00 0.80 0.80 8.00 1.88 1.00 1.88 12.5 0.49 0.68 <br /> BASIC LOADS AT EAVE: EDGE ZONE: <br /> Seis Seis Seis ---Torsion--- Wind_Ratio---- <br /> Dead Girt Load Wind Seismic --Left_Zone-- --Right Zone- Jamb/ <br /> 2.00 0.00 0.80 0.00 0.00 Width Base Width Base Girt Panel Column <br /> 0.00 0.00 8.08 a ee 1.08 1.08 1.09 <br /> WIND PRESSURE/SUCTION: <br /> Wind Wind WIND PRESSURE/SUCTION: <br /> Press Suct Wind Wind Wind <br /> 16.0 -16.0 .. Column Press Suct Long <br /> 16.0 -16.0 .. Girt/Header 16.0 -16.0 .. Girt/Header <br /> 16.0 -16.8 .. lamb 16.0 -16.0 .. Panel <br /> 16.0 -16.0 .. Panel 16.0 -16.0 .. Jamb <br /> 21.5 -14.3 .. Parapet 16.0 -18.4 .. Parapet <br /> 21.5 -14.3 .. Transverse bracing, Facia/Parapet <br /> BACK SIDEWALL: <br /> WIND COEFFICIENTS: <br /> Surf ---Wind_1-- ---Wind 2-- -Long Wind- Surface <br /> Id Left Right Left Right 1 2 Friction BASIC LOADS: <br /> 1 0.80 0.80 0.00 9.90 0.08 8.80 8.99 Basic Wind_Load_Ratio <br /> 2 -1.27 -8.85 -8.70 -1.42 -1.02 8.43 8.88 Wind Deflect Factor <br /> 3 -8.85 -1.27 -1.42 -0.70 -1.02 0.43 0.00 12.5 8.49 0.68 <br /> 4 0.00 0.00 0.80 8.00 0.00 0.08 0.60 <br />