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] <br />ASCE 7-02 METHOD 2 Given data <br />W speeJ 85.0, Gxposurc Q <br />Given Roof anglc = ?2.G2 (5.0:12 Pitch) <br />Bldg wid�h = 20A ft <br />Bldg Icngth = 43A fl <br />Total hcight = 13.17 ft <br />Height lo si� crage rouf hcight = 9.IMI It + 4.17/3 =10J9 ft <br />61dg hcight = 9.00 (t <br />Roof hcighl = 4.17 fi <br />[dgc "Li•nc = 2u <br />Compmc cJgc slrip width <br />Lcsscr of: 107� of lhc Icast horizontal dimcnsion <br />0.10(WiJth) = 0.10(?0.00 ft) = 2A (t CONTROI.S <br />0.10(Length) = 0.10(43.00 fp = 4.3 ti <br />407n of thc cavc hcight = 0.40(9.00 ti) = 3.G0 fl <br />I3ut no� Icss 4'R� of thc least horizontal dinxnsion = 0.04(43.00 fQ = 0.80 fl <br />Bul not Icss 3 ft. <br />Thcrcfnrc a= 3.0 R aud �hc lind "1_onc =?a = 2(3.0) = GA ft <br />Vclociq� pressurcs, q;= 0.0025GR; A;, K,� l" 1„ �y G-IS <br />Topography (ac�or. A:�= I.0 <br />Dircctionality LictoG ti,�= 0.85 <br />NinJpressurc,p =qhGC�•q;(GC�„) <br />q;=0.00:56(I.(10)(O.SS)(55.00)'(IAO)K;= 15.7�A, <br />1 nad Cu.cc 1 Luud Case 2 <br />Neichl fr R.^i.{nsll R.^i. st <br />Diaphragm 9.0 0.70 II.01 0.57 S!)G <br />�tcan Kuul' I I.I 0.70 I I.01 0.57 SAG <br />�tax I lcight 13? 0.70 11.01 0.57 S.9G <br />Gus� effcct (aclor G= O.SS, assumc Rigid StrucWrc (ASCI? 7•02 Scctinn G.5.8.1) <br />Imcmal prcssurc cocl7icicm (G C�; )=±0.18 (ASCf 7-02 Section G.S.R.I ) <br />F.�tcrnal wull C� from Figurc 6-6 <br />Windward wall, C�,= O.SO fi�r all L lH ralios <br />Sidc wal l, C�, _-OJO tirc al I L lB rntios <br />CUTTOMDESIGN Date: <br />& ENGINEERING, INC 6/17/2005 <br />liNCNYLI LNLLYSM1 \ ppGN <br />Analysis Document: FOUN�ATION REPAIR <br />Job Number. E6-427 <br />.17:1 <br />Page: 1 <br />�I <br />