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Cmnpute ovcr turning fbrces in transverse direction <br />TMNBV[118t DIIlKTION <br />Roo! - iwv�l dlaphraps <br />eeruccu=.i .�.toec. <br />RooE di3phragm = 15.0 psf <br />F1ooY (iaphiagm = 12.0 psC <br />Exterior wall = 10.0 psL <br />InCerior parCi[ion wall = "�.0 psf <br />i.oads as caleula[ed: <br />E = per IDC 1G17 <br />W= per ASCE 7 Section L <br />lJeighC lumped on rooE = lVeigh[ oC ftooC . 211/2��WeighC of Ex[ W) � 1/2lWeight oC PaiU <br />W-12 = 15.0 psf(20'1 + ZI1/21110.0 psf119.0'1 � 1/2(7.00 ps[11z0') = 460.0 lb/Ct <br />Seismic shea[ IASD�, WQ2 = seismic coef x W-12 <br />W-12 = 0.1621460.0 16/tel = 74.5 lb/[t <br />Wind, tJ-12 = 60.2 lb/ft <br />Coo�ut� �L�ar� aetiap on prid� <br />Vu,F:-! = 7d.5 lb/[[143'1/2 = 1602 lb <br />V,W-1 = 74.5 lb/R (43')/2 = 1294 lb <br />Vu,F-2 = 74.5 lb/fc141'1/Z = 1602 16 <br />V.W-2 = 7A.5 lb/ftl�l'1/2 = 1294 16 <br />Shcar Wall Tablc <br />Grid Wind Seismic <br />Ib Ib <br />1 1294 1602 <br />2 1294 1602 <br />12941b <br />1602 <br />2st.61b(E • Wall�> <br />Total Levels =1 <br />. .. �.y�.`•: <br />qpy;i��ole load combinations: <br />��,sro„o6�r, Date: <br />& ENGINEERING, INC 6/17/2005 <br />muciu.0 uuivm � arcn <br />SW1 <br />Too <br />20.00' <br />Analysis Document: FOUNDATION REPAIR <br />Job Number. E6-427 <br />Page: 7 <br />