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Shear wall height H = 13.6 ft <br />Shear wall aspect ratio H / B = 0.877 <br />Pass - shear wall aspect ratio is less than Maximum shear wall aspect ratio <br />Segmented shear wall capacity <br />Maximum shear force under wind loading V w_max=0.6×WL/1000 =1.148 Kips <br />Shear capacity for wind loading V w=(Vn×B/2000) =6.774 Kips <br />ratio V w-max / Vw =0.169 <br />PASS - Shear capacity for wind load exceeds maximum shear force <br />Maximum shear force under seismic loading V s_max=0.7×Eq/1000 =1.117 Kips <br />Shear capacity for seismic loading V s=(Vn×B/(2.8×1000)) =4.838 Kips <br />ratio V s_max / Vs =0.231 <br />PASS - Shear capacity for seismic load exceeds maximum shear force <br />Chord capacity for chord1 <br />Load Combination : 0.6DL - 0.7EQ <br />Maximum tensile force in chord T=516.223 lbs <br />Maximum applied tensile stress f t=T/Aen=51.304 lb/in2 <br />Design tensile stress F t'=Ft×CD×CMt×Ctt×CFt×Ci=1380 lb/in2 <br />Ratio51.3/1380=0.04 <br />PASS - Design tensile stress exceeds maximum applied tensile stress <br />Load Combination : DL + 0.7EQ <br />Maximum compressive force in chord P=1838.315 lbs <br />Maximum applied compressive stress f c=P/Ae=150.067 lb/in2 <br />Design compressive stress F c'=Fc×CD×CMc×Ctc×CFc×Ci×Cp=216.108 lb/in2 <br />Ratio150.07/216.11=0.69 <br />PASS - Design compressive stress exceeds maximum applied compressive stress <br />Chord capacity for chord2 <br />Load Combination : 0.6DL - 0.7EQ <br />Maximum tensile force in chord T=516.223 lbs <br />Maximum applied tensile stress f t=T/Aen=51.304 lb/in2 <br />Design tensile stress F t'=Ft×CD×CMt×Ctt×CFt×Ci=1380 lb/in2 <br />Ratio51.3/1380=0.04 <br />PASS - Design tensile stress exceeds maximum applied tensile stress <br />Load Combination : DL + 0.7EQ <br />Maximum compressive force in chord P=1838.315 lbs <br />Page 45 of 290