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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 43 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> DIAGONAL BRACING: <br /> ----------------- <br /> Brace_Tension(k ) <br /> Bay Brace_Locate ------Diag_Brace----- ----Wind---- ---Seismic-- Max <br /> Id Start End Type Size Part Calc Limit Calc Limit UC KL/R <br /> --- ------- ------- ---- ------ -------- ----- ----- ----- ----- ---- ---- <br /> 1 0.00 20.00 R 0.500 RD0500 1.23 4.25 1.22 4.25 0.29 <br /> 20.00 40.00 R 0.500 RD0500 1.23 4.25 1.22 4.25 0.29 <br /> <br /> <br />================================================================================ <br /> 186565FS Sidewall Diagonal Bracing 12/ 1/23 1:53pm <br />================================================================================ <br /> <br /> <br /> PANEL SHEAR: <br /> ------------ <br /> Wall Base Wind Seismic <br /> Id Length Calc Calc Limit <br /> ---- ------ ----- ------- ----- <br /> 2 50.0 44.8 49.1 100.0 <br /> 4 50.0 44.8 49.1 100.0 <br /> <br /> DIAGONAL BRACING: <br /> ----------------- <br /> Brace_Tension(k ) <br /> Wall Bay Brace_Locate ------Diag_Brace---- ----Wind--- --Seismic-- Max <br /> Id Id Bot Top Type Size Part Calc Limit Calc Limit UC KL/R <br /> ---- ----- ----- ----- ---- ------ -------- ----- ----- ----- ----- ---- ---- <br /> 2 1 0.0 20.0 R 0.500 RD0500 2.78 4.25 4.06 4.25 0.95 <br /> <br /> 4 2 0.0 20.0 R 0.500 RD0500 2.78 4.25 4.06 4.25 0.95 <br /> <br /> <br /> BOTTOM DIAGONAL BRACE REACTIONS: <br /> -------------------------------- <br /> <br /> Wall Bay Col --Wind_Max(k )-- Seismic_Max(k ) <br /> Id Id Id Horz Vert(+/-) Horz Vert(+/-) <br /> ---- --- --- ----- --------- ----- --------- <br /> 2 1 1 -2.24 1.64 -2.13 1.56 <br /> 2 1 2 2.24 1.64 2.13 1.56 <br /> 4 2 2 -2.24 1.64 -2.13 1.56 <br /> 4 2 3 2.24 1.64 2.13 1.56 <br /> <br />1202 W Edinger <br />Ave10/3/2024