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Project; Four Corners - Bldg A <br />Description; Wall Wind Load <br />Made By: SGT <br />Components & Cladding • Part 4: Buildings with h <_ 160 ft (Simplified) <br />References: ASCE 7-10 Section 30.7 <br />Overhang effective wind area = 4.0 MI (affects reduction factors for povh and ps) <br />Overhang Components & Cladding Loads (psf)* <br />Zone <br />Tabulated ptee1e <br />Reduction <br />Factor (RF) <br />poet (LRFD) <br />Vert Component (LRFD) <br />1 <br />20.3 <br />-35.3 <br />A, 1.00 <br />A, 1.00 <br />15.2 <br />-26.5 <br />14.5 <br />-25.1 <br />povh <br />2 <br />20.3 <br />-59.3 <br />A, 1.00 <br />A, 1.00 <br />15.2 <br />-44.5 <br />14.5 <br />-42.2 <br />3 <br />20.3 <br />-89.2 <br />B, 1.02 <br />B, 1.02 <br />17.9 <br />-78.6 <br />17.0 <br />-74.5 <br />4 <br />35.3 <br />-38.3 <br />D, 1.07 <br />C, 1.05 <br />28.4 <br />-30.2 <br />28.4 <br />-30.2 <br />Ps <br />5 <br />32.3 <br />-59.3 <br />1 D, 1.07 <br />E, 1.10 <br />1 26.0 <br />-49.0 <br />26.0 <br />-49.0 <br />Net Pressure on Overhang (povh + PS) Of) <br />Zone <br />Ptehie <br />RF <br />poet (LRFD) <br />Vert Component (LRFD) <br />Roof Normal Comp. (LRFD) <br />povh <br />-59.3 <br />A, <br />1.00 <br />-44.5 <br />42.2 <br />44.5 <br />Ps <br />35.3 <br />D, <br />11.07 <br />1 28.4 <br />28.4 <br />26.9 <br />Total <br />2, 4 <br />70.6 <br />71.4 <br />Net Pressure on Overhang (povh + PS) Of) <br />Zone <br />Ptehie <br />RF <br />poet (LRFD) <br />Vert Component (LRFD) <br />Roof Normal Comp. (LRFD) <br />povh <br />3 <br />-89.2 <br />B, <br />1.02 <br />-78.6 <br />74.5 <br />78.6 <br />Ps <br />5 <br />32.3 <br />D, <br />11.07 <br />F26.0 <br />26.0 <br />24.6 <br />Total <br />3, 5 <br />100.6 <br />103.2 <br />Bldg A C&C - WaIlxlsm -Part 4- Roof and Wall Last Saved Date: 20-Apr-2020 <br />