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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 42 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> ROOF SHEAR: <br /> ----------- <br /> EW Attach_Locate <br /> Id Start End Wind Seismic(a) <br /> -- ------ ------ ------- ---------- <br /> 1 0.00 20.00 1.57 1.03 <br /> 1 20.00 40.00 -1.57 -1.03 <br /> -- ------ ------ ------- ---------- <br /> 3 0.00 20.00 1.57 1.03 <br /> 3 20.00 40.00 -1.57 -1.03 <br /> <br /> (a)Seismic results based on base shear values <br /> <br /> LOAD COMBINATIONS: <br /> ------------------ <br /> Max Wind Coeff = 0.600 <br /> Max Seismic Coeff = 0.700 <br /> <br /> SEISMIC LOAD: <br /> ------------- <br /> Seismic Coeff= 0.340 <br /> Roof Dead= 7.000 <br /> Roof Total= 7.000 <br /> Left EW Dead= 2.000 <br /> Front SW Dead= 2.000 <br /> Right EW Dead= 2.000 <br /> Back SW Dead= 2.000 <br /> <br />================================================================================ <br /> 186565FS Roof Diagonal Bracing 12/ 1/23 1:53pm <br />================================================================================ <br /> <br /> PANEL SHEAR: <br /> ------------ <br /> Wind Seismic <br /> Length Calc Calc Limit <br /> ------ ------ ------- ------ <br /> 50.00 18.9 21.6 0.0 <br /> <br />1202 W Edinger <br />Ave10/3/2024