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Vclocity prcssurc at y;= qn = 8•9G psf (Load case ?•Occurs at roof mid height) <br />DIWFRS Ncl pressurcs - Loed direction 1 <br />P =9nGC�-9�(GC��) <br />P= Nn(0.85)C�- 9.0(t 0.18), psf <br />�1WFRS prcssutts: DirecNon I <br />� q Ne� pres.sure psJ �vi(h <br />Smfiire ((0 (n.al) G C��G��) (-GC�.�Z <br />�Vindward wall 9A 9.0 O.SS O.SO J.5 7.7 <br />IscwarJ w:dl All 9.0 O.SS -0.50 -S.d -2? <br />Sidc wall All 9.0 O.SS -OJO -G9 -3.7 <br />Wind���ardroof - 9.0 O.SS -037 -J.5 -I? <br />Windwardroof - 9A O.SS O.OS •I.0 '_'3 <br />Lce�rar� rnnf 9.0 O.RS -O.GO -(� 2 -3.0 <br />Exlernal ronf C�- I.oad direction 2(/. = J3 ft.), from Fi�urc 6-6 <br />5mfn�'e 1ncIr=00° Ci- <br />W inJ���ard roof 0 to h/'_. 0 to I I.I /2 = 5.5 f� -OAU <br />Windward roof Id2 �o h. 5.5 io I Ll �i -0!)0 <br />Windward roof h �0 2h, l l.l tu ?( I I.I) __'2:_' I'� -0.50 <br />WinJward roof h> 2h = 22,2 (i -030 <br />Isewanl mol 0_00 <br />The ahovc Iahlc rcllects C� values b�sed on h/L of I I.I/43.0 = 0?G <br />111\VFRS prcssnrcs: Dtr��ction 2 <br />: q Nr� pressw'r ps% �ci�h <br />Smfiirr fRl (p.ct) G Cr� (+G C,i) (-G C�Z <br />\1'ind��:ird wall 9.0 9.0 O.RS O.SO 4.5 7.7 <br />I1.1 9.0 O.SS O.SO �1.5 7.7 <br />i3.'_ 9.0 O.SS O.FO 4.5 7.7 <br />Lecward �vall All 9.0 O.S$ -0.29 -3.S -O.G <br />Sidc wall �VI 9.0 O.SS -0.70 -G.9 -3•7 <br />\Yind�r;ud ruol 0-h2 9.0 0.85 -0.90 -S.5 -5.2 <br />\1'ind�vard ruuf h/_'-h 9.0 O.SS -0.90 -S.i •5.2 <br />1Vindward mof h�h 9.0 O.SS -0.50 •5.4 ?.? <br />\1'ind�eord rouf >?h 9.0 O.SS -030 -3 �) •0.7 <br />cunoMo�wN Date: <br />& ENGINEERING, INC 6/17/2005 <br />S�FICNYLI A14Rf6 \ qMGN <br />Analysis Document: FOUNDATION REPAIR <br />Job Number. E6-427 <br />Page: 3 <br />