Laserfiche WebLink
SWA IN - PLANE SHEAR <br /> Ws <br /> ' <br /> ht:= 8.5•ft Wal height C <br /> Ls:= 6.5ft•3 Total shear wall length Prf 11 <br /> —�' .. <br /> DLrf = 15•psf Dead load of roof hh <br /> R:= RTrf A=2.37•kip Reaction at wall line t <br /> wrf := 22t + 2ft Trbutary width of roof on wal <br /> V <br /> - 10p sf Dead load of exterior walls <br /> pext_w - <br /> ,l. I <br /> ws:= 6.5ft Shear wall length T r <br /> Aspect Ratio (Blocked Shear Wall) <br /> ht ih <br /> t <br /> = 1.31 checkratio if >3.5,"NG","OK" checkratio = "OK" <br /> ma's ma's i <br /> ht ht <br /> (WSP) := if <2.0,1.0,1.25 - 0.125• Aspect ratio factor (WSP) = 1.0 <br /> ��s �s,j <br /> Overturning Forces <br /> w \ <br /> Vrf := R. s 0.6 Shear load at top of wall(ASD) Vrf =0.47•kip <br /> LsI <br /> Mot:= Vrf-ht Overturning moment(ASD) Mot=4•kip•ft <br /> Resisting Forces <br /> Prf := DLrf•wrf•(Ws) Roof load Prf =0.29•kip <br /> Pw pext_w'(ht)'(ws) Wal load Pw=0.55•kip <br /> w - <br /> Mres:_ Prf + Pw)' s •0.6 Resisting moment(ASD) Mres= 1.65•kip•ft <br /> 2 <br /> 02_Lateral Analysis.xmcd /- /3 1 <br /> S17 <br />