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12-1372-038MILANO September.6, 2012 ASCE7-10 - MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface I z . (ft) q (psf) I G jCp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 1 Windward Wall 15.0 66.6 0.89 0.80 0.18 47.4 34.1 60.7 20.0 70.7 0.80 50.3 37.0 63.6 - 21.5 71.8 0.80 51.1 37.8 64.4 2 Side Wall 24.7 73.9 0.89 -0.70 0.18 -46.0 -59.3 -32.7 3 Leeward Wall 24.7 73.9 0.89 -0.50 0.18 -32.9 -46.2 -19.6 4 Side Wall 24.7 73.9 0.89 -0.70 0.18 -46.0 .-59.3 -32.7 A _ Windward Roof 24.7 73.9 0.89- -0,09 0.18 -5.9 .-19.2 .7.4 24.7 73.9 -0.58 -38.1 -51.4 -24.8 B Leeward Roof 24.7 73.9 0.89 -0.58 0.18 -38.1 -51.4 -24.8 C&D Roof 0 to 12.3 * 73.9 0.89 -0.97 0.18 -63.8 -77.1 -50.5 12.3 to 24.7 * 73.9 -0.84 -55.2 -68.5 -41:9 24.7 to 38.0 * 73.9 -0.56 -36.8 -50.1 -23.5 0 to 38.0 * 73.9 -0.18 -11.8 -25.1 1.5 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. WLS4 -- (1.4] Copyright © 2020 SDG, Inc. Page.8 of 9