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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 83 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> MOMENTS & DEFLECTION: <br /> --------------------- <br /> --------------Moment(ft-lb/ft)------------- <br /> Span Locate(ft) Start Midspan End Max Deflect(in) <br /> Id Start End Load Calc Limit Calc Limit Calc Limit UC Calc Limit <br /> ---- ----- ----- ---- ----- ----- ----- ----- ----- ----- ---- ----- ----- <br /> 1 0.00 7.33 WP 0.0 116.4 -58.0 116.4 67.0 137.1 0.50 -0.44 0.98 <br /> WS 0.0 137.1 77.5 137.1 -89.5 116.4 0.77 0.58 0.98 <br /> 2 7.33 13.67 WP 67.0 137.1 -9.1 116.4 47.2 137.1 0.49 0.02 0.84 <br /> WS -89.5 116.4 12.2 137.1 -63.1 116.4 0.77 -0.02 0.84 <br /> 3 13.67 19.83 WP 47.2 137.1 -41.1 116.4 0.0 116.4 0.35 -0.22 0.82 <br /> WS -63.1 116.4 54.9 137.1 0.0 137.1 0.54 0.29 0.82 <br /> <br /> WP - 0.6Wind_Pressure <br /> WS - 0.6Wind_Suction <br /> <br /> <br />================================================================================ <br /> 186565FS Wall 2 - Panel Zones 12/ 1/23 1:49pm <br />================================================================================ <br /> <br /> PANEL: <br /> ------ <br /> Tensile <br /> Thick Yield Strength <br /> Part (in) (ksi ) (ksi ) <br /> -------- ----- ------- -------- <br /> 26 PBR 0.019 60.00 78.00 <br /> <br /> GIRT SCREWS: <br /> ------------ <br /> Dia Washer Limit <br /> Part (in) (in) (k ) <br /> -------- ----- ------ ----- <br /> 12x1.50L 0.21 0.50 1.00 <br /> <br /> PANEL ZONE LAYOUT: <br /> ------------------ <br /> --Girt(ft,ft,in)-- Panel <br /> Zone ----Wall(ft)--- Bay Load Min Span <br /> Id Description Offset1 Offset2 Id Locate Width Thick (ft) <br /> ---- ------------- ------- ------- --- ------ ----- ----- ----- <br /> 1 Interior 4.00 46.00 1 7.33 6.83 0.059 7.33 <br /> 2 Lt Edge 0.00 4.00 1 7.33 6.83 0.059 7.33 <br /> 3 Rt Edge 46.00 50.00 2 7.33 6.83 0.059 7.33 <br /> <br />1202 W Edinger <br />Ave10/3/2024