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Project: Four Corners - Bldg A <br /> DC G Description: Wall Wind Load <br /> Made By: SGT <br /> civil structural <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,V3s= 110 (mph) <br /> Exposure= B <br /> Importance Factor, lw= 1.00 P = Ptable(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<10°) <br /> Mean roof height= 60.0 (ft) <br /> KZ1= 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 /> _ <br /> • <br /> a„,/Jr <br /> • • Gable Hi.l <br /> J <br /> End zone width(a)= 7.0 (ft) Mean roof height(h)= 60.0 (ft) <br /> Total end zone width= 14.0 (ft) B= 18.43 ° <br /> Components&Cladding pnet (psf)* <br /> Zone Tabulated ptable Reduction Factor(RF) Peet(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 -59.1 <br /> 4 35.3 -38.3 D, 0.89 C, 0.93 23.6 -26.7 <br /> Wall <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 />