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Project: Four Corners - Bldg A <br />Description: Wall Wind Load <br />Components & Cladding - Part 4: Buildings with h <_ 160 ft (Simplified) <br />References: ASCE 7-10 Section 30.7 <br />Basic Wind Speed, Vas <br />= 110 <br />(mph) <br />Exposure <br />= B <br />Importance Factor, Iw= <br />1.00 <br />Roof slope <br />= 4 <br />:12 <br />Front/Back Width Dimension <br />= 268.0 <br />(ft) <br />Side Width Dimension <br />= 70.0 <br />(ft) <br />Mean roof height <br />= 60.0 <br />(ft) <br />Kzt <br />= 1.00 <br />Exposure Adjustment Factor (EAF) <br />= 0.751 <br />Reduction Factor (RF) <br />= See Table <br />Roof/wall effective wind area <br />= 40.0 <br />(ft`) <br />End zone width (a) = 7.0 (ft) <br />Total end zone width =F:::l4.0 (ft) <br />= Ptable(EAF)(RF)KZt <br />Roof type = Gable <br />(Flat roof = slope < 100) <br />o <br />I Gable Roof I <br />Mean roof height (h) = 60.0 (ft) <br />6 = 18.43 ° <br />Components & Cladding pnet (psf)* <br />Zone <br />Tabulated ptabie <br />Reduction <br />Factor (RF) <br />pnet (LRFD) <br />1 <br />20.3 <br />-35.3 <br />B, 0.96 <br />B, 0.96 <br />14.6 <br />-25.4 <br />Roof <br />2 <br />20.3 <br />-59.3 <br />B, 0.96 <br />C, 0.93 <br />14.6 <br />-41.4 <br />3 <br />20.3 <br />-89.2 <br />B, 0.96 <br />C, 0.93 <br />14.6 <br />-62.3 <br />4 <br />35.3 <br />-38.3 <br />D, 0.89 <br />C, 0.93 <br />23.6 <br />-26.7 <br />Wall <br />5 <br />32.3 <br />-59.3 <br />D, 0.89 <br />E, 0.86 <br />21.6 <br />-38.3 <br />*The final net pressure shall not be less than 16 psf (LRFD), normal to surface <br />Made By: SGT <br />: 20-Apr-2020 <br />Vert Component (LRFD) <br />13.9 -24.1 <br />13.9 -39.3 <br />13.9 -59.1 <br />Components & Cladding <br />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 />