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<br />Collector seismic design force factor F Coll=1 <br />Maximum shear force on wall V max= max(FColl×Vs_max, Vw_max) =0.803kips <br />Maximum force in collector Pcoll=0.203kips <br />Maximum applied tensile stress ft= Tcoll/(1×As) =29lb/in2 <br />Design tensile stress Ft'= Ft×CD×CMt×Ctt×CFt×Ci = 1380lb/in2 ft/Ft' =0.02 <br />PASS - Design tensile stress exceeds maximum applied tensile stress <br />Maximum applied compressive stress fc= Pcoll/(1×As) =29lb/in2 <br />Column stability factor C P= 1.00 <br />Design tensile stress Fc'=Fc×CD×CMc×Ctc×CFc×Ci×CP = 2484lb/in2 fc/Fc' =0.01 <br />PASS - Design compressive stress exceeds maximum applied compressive stress <br />Page 62 of 213