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<br />Sazan <br /> <br />606 1 <br />LINE 3 R1 <br />Sazan Inc 2024-17-12 DR.Jalilpour 2024-17-12 DR.Rezaeian 2024-17-12 <br />Wood shear wall design (NDS) <br />In accordance with NDS2018 allowable stress design and the Perforated shear wall method <br />Design summary <br /> <br />Shear capacity for <br />wind loading Vw 3.64 ( ratio =0.46 ) OK <br />Shear capacity for <br />seismic loading Vs 2.6 ( ratio =0.61 ) OK <br />Design tensile stress <br />(Ch1) ft' 1380 ( ratio =0.06 ) OK <br />Design compressive <br />stress (Ch1) fc' 596.16 ( ratio =0.24 ) OK <br />Design tensile stress <br />(Ch2) ft' 1380 ( ratio =0.06 ) OK <br />Design compressive <br />stress (Ch2) fc' 596.16 ( ratio =0.24 ) OK <br />bearing compr. stress, <br />bottom plate fc-perp' 625 ( ratio =0.23 ) OK <br />Hold Down resistance 3000 ( ratio =0.28 ) OK <br />Shear wall deflection δsww 0.097 ( ratio =0.36 ) OK <br />Panel details <br />Structural I wood panel sheathing on One side <br />Panel height H = 8ft <br />Panel length B = 13ft <br />Total area of wall A = H x B = 104ft2 <br />Total area of Opening =104 -(4×3)=12ft2 <br />Panel construction <br />Nominal stud size 2 "x4" <br />Dressed stud size 1.5"x3.5" <br />Cross-sectional area of studs As= 5.25 in 2 <br />Stud spacing s = 16 in <br />Nominal end post size 1x4 "x4" <br />Dressed end post size 3.5 "x3.5" <br />Cross-sectional area of end posts Ae= 12.25 in 2 <br />Hole diameter Dia = 0.625 in <br />Page 39 of 213