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Collector capacity <br /> <br />Nominal collector size 2 "x4" <br />Dressed collector size 1.5 "x3.5" <br />Collector seismic design force factor Fcoll=1 <br />Maximum shear force on wall V max= max(Fcoll×Vs_max, Vw_max) =0.287kips <br />Maximum force in collector Pcoll=0.055kips <br />Cross-sectional area of collector Ac= 5.25 in 2 <br />Maximum applied tensile stress ft= Pcoll/(1×Ac) =10.48lb/in2 <br />Design tensile stress Ft'= Ft×CD×Ctt×CFt×Ci = 1380lb/in2 ft/Ft' =0.01 <br />PASS - Design tensile stress exceeds maximum applied tensile stress <br />Maximum applied compressive stress fc= Pcoll/(1×Ac) =10.48lb/in2 <br />Column stability factor C P= 1.00 <br />Design compressive stress Fc'=Fc×CD×CMc×Ctc×CFc×Ci×CP = 2484lb/in2 fc/Fc' <br />=0.00421746798558393 <br />PASS - Design compressive stress exceeds maximum applied compressive stress <br />Page 67 of 290