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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 125 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> <br />================================================================================ <br /> 186565FS Wall 3 - Panel Zones 12/ 1/23 1:52pm <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 36.00 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 36.00 40.00 3 7.33 6.83 0.059 7.33 <br /> <br /> GIRT SCREW CHECK: <br /> ----------------- <br /> Screw Wind --------Limit(k )------- <br /> Zone Space Suction Load Girt Panel Screw Max <br /> Id (ft) (psf ) (k ) Pullout Pullover Tension UC <br /> ---- ----- ------- ----- ------- -------- ------- ---- <br /> 1 1.00 14.25 0.10 0.25 0.37 0.27 0.40 <br /> 2 1.00 17.53 0.12 0.25 0.37 0.27 0.49 <br /> 3 1.00 17.53 0.12 0.25 0.37 0.27 0.49 <br /> <br />1202 W Edinger <br />Ave10/3/2024