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<br />Sazan <br /> <br />Project: <br />606 <br /> Job Ref. <br />1 <br />Shear Wall: <br />line c <br />Sheet no./rev <br />R1 <br />Calc. by <br />Sazan Inc <br />Date <br />2025-08-07 <br />Chk'd by <br />DR.Jalalpour <br />Date <br />2025-08-07 <br />App'd by <br />DR.Razaeian <br />Date <br />2025-08-07 <br />Wood shear wall design (NDS) <br />In accordance with NDS2018 and SDPWS2021 allowable stress design and the segmented shear wall method <br />Design summary <br />Item Parameter Ratio result <br />Shear wall aspect ratio H/B 1.206 OK <br />Shear capacity for <br />seismic loading Vs 0.44 OK <br />Design tensile stress <br />(Ch1) Ft' 0.09 OK <br />Design compressive <br />stress (Ch1) Fc' 0.35 OK <br />Design tensile stress <br />(Ch2) Ft' 0.09 OK <br />Design compressive <br />stress (Ch2) Fc' 0.35 OK <br />bearing compr. stress, <br />bottom plate Fc-perp' 0.21 OK <br />Hold Down resistance HDU2 0.42 OK <br />Amp. seis. deflection δsws 0.29 OK <br />Panel details <br />Structural I wood panel sheathing on One side <br />Panel height H = 10.25ft <br />Panel length B = 8.5ft <br />Total area of wall A = H x B = 87.125ft2 <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 = 0.62 5 in <br />Net cross-sectional area of end posts Aen= 10.062 in 2 <br />Page 63 of 213