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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 123 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> WS 0.44 2.42 7.33 1.64 4.41 0.00 0.37 0.08 1.82 <br /> Header WP -0.10 2.42 5.00 -0.26 3.88 0.05 0.07 0.02 1.33 <br /> WS 0.11 2.42 5.00 0.28 3.03 0.05 0.09 0.02 1.33 <br /> <br /> WP - 0.6Wind_Pressure <br /> WS - 0.6Wind_Suction <br /> <br />================================================================================ <br /> 186565FS Wall 3 - Diagonal Bracing Design 12/ 1/23 1:52pm <br />================================================================================ <br /> <br /> PANEL SHEAR WITH NO BRACING: <br /> ---------------------------- <br /> Base ---Wind--- --Seismic- <br /> Length Load Calc Load Calc Limit <br /> ------ ---- ----- ---- ----- ------ <br /> 26.67 8 61.6 34 51.6 100.0 <br /> <br /> DIAGONAL BRACE LAYOUT: <br /> ---------------------- <br /> Bay Brace_Locate Bay Design ------Diag_Brace----- ----KL/R--- <br /> Id Start End Width Length Type Size Part Calc Limit <br /> --- ----- ----- ----- ------ ---- ----- -------- ----- ----- <br /> 1 0.00 13.67 12.31 18.40 R 0.500 RD0500 <br /> 13.67 23.26 12.31 15.61 R 0.500 RD0500 <br /> <br /> <br /> DIAGONAL BRACE STRENGTH: <br /> ------------------------ <br /> Bay Brace_Locate -----Wind(k )----- ----Seismic(k )--- Max <br /> Id Start End Load Calc Limit Load Calc Limit UC <br /> --- ----- ----- ---- ----- ----- ---- ----- ----- ---- <br /> 1 0.00 13.67 8 2.45 4.25 29 2.74 4.25 0.64 <br /> 13.67 23.26 8 2.08 4.25 29 2.32 4.25 0.55 <br /> <br /> <br /> COLUMN BASE REACTIONS: <br /> ---------------------- <br /> Bay Col ----Wind_Max(k )---- ---Seismic_Max(k )-- <br /> Id Id Load Horz Vert(+/-) Load Horz Vert(+/-) <br /> --- --- ---- ----- --------- ---- ----- --------- <br /> 1 1 8 -1.64 3.10 34 -1.19 2.25 <br /> 1 2 9 1.64 3.10 35 1.19 2.25 <br /> <br />1202 W Edinger <br />Ave10/3/2024