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Project: Four Corners - Bldg A <br /> Description: Wall Wind Load <br /> Made By: SGT <br /> Date: 20-Apr-2020 <br /> Components&Cladding-Part 4: Buildings with h<_160 ft(Simplified) <br /> References:ASCE 7-10 Section 30.7 <br /> Basic Wind Speed,Vas= 110 (mph) <br /> Exposure= B <br /> Importance Factor, Iw= 1.00 P = Pta.ble(EAF)(RF)KZt <br /> Roof slope= 4 :12 <br /> Front/Back Width Dimension= 268.0 (ft) Roof type= Gable <br /> Side Width Dimension= 70.0 (ft) (Flat roof=slope< 100) <br /> Mean roof height= 60.0 (ft) <br /> Kzt= 1.00 <br /> Exposure Adjustment Factor(EAF)= 0.751 <br /> Reduction Factor(RF)= See Table <br /> Roof/wall effective wind area= 40.0 (ft`) <br /> aO <br /> 0 <br /> o-" <br /> O <br /> b <br /> ' - � Gable Roof <br /> Flat Roof <br /> 0<IOdeg <br /> 3 /f L 3 <br /> /1 ] 2 2 <br /> O 31 +< <br /> io <br /> Mmwslape Roof Hip Roof <br /> 3 <br /> f <br /> ... .................................................. <br /> ........:::. <br /> 0 1 \! <br /> s <br /> End zone width(a) 7.0 (ft) Mean roof height(h)= 60.0 (ft) <br /> Total end zone width= 14.0 (ft) 9= 18.43 ° <br /> Components&Cladding pnet (psf)' <br /> Zone Tabulated ptable Reduction Factor(RF) Net(LRFD) Vert Component(LRFD) <br /> 1 20.3 -35.3 B, 0.96 B, 0.96 14.6 -25.4 13.9 -24.1 <br /> Roof 2 20.3 -59.3 B, 0.96 C, 0.93 14.6 -41.4 13.9 -39.3 <br /> 3 20.3 -89.2 B, 0.96 C, 0.93 14.6 -62.3 13.9 J -59.1 <br /> Wall 4 35.3 -38.3 D, 0.89 C, 0.93 23.6 -26.7 <br /> 5 32.3 -59.3 D, 0.89 E, 0.86 21.6 -38.3 <br /> Components & Cladding <br /> 'The final net pressure shall not be less than 16 psf(LRFD),normal to surface pressure used for exterior <br /> bearing walls. Interior <br /> walls us 5 psf for lateral <br /> pressure <br /> Bldg A C&C-Wall.xlsm-Part 4-Roof and Wall Last Saved Date: 20-Apr-2020 <br />