Laserfiche WebLink
Holdown Load From Above: <br /> H 500 Lek: Ibs Right: lbS <br /> F V Vc Va Holdown NO FLOOR ABOVE: OK <br /> 1 376 156 94 164 FLR-FLR OK <br /> 2 117 156 94 Shearwall: 1 <br /> Straps: CS20 <br /> 94 164 94 <br /> 376 117 <br /> 156 Cs2o cszo 156 <br /> 376 117 <br /> 94 164 94 <br /> • <br /> OK 1499.5 Into Foundation 499.51 OK <br /> OK FLR-to-FLR OK <br /> Adj.Factor Method: 1.25-125h/bs <br /> Wall Pier Aspect Ratio Adjustment Factor <br /> Pl=ho/L1 0.50 1 <br /> P2=ho/L2 1.60 1 <br />