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12-1372-039MILANO September 6, 2012 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # Surface Iz (ft), I q (psf) I G I Cp GCpi I Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 1 Side Wall 24.7 73.9 0.89 -0.70 0.18 -46.0 -59.3 -32:7 2 Windward Wall 15.0 66.6 0.80 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 3 Side Wall 24.7 .73.9 0.89 -0.70 0.18 -46.0 -59.3 -32.7 4 Leeward Wall 24.7 73.9 0.89 -0.49 0.18 -32.2 -45.5 .-18.9 C Windward Roof 24.7 73.9 0.89 -0.09 0,18 -5.9 24.7 73.9 -0.56 -36.8 -50.1 -23.5 D Leeward Roof 24.7 73.9 0.89 -0.58 0.18 . -38.1 -51.4 -24.8 A&B Roof 0 to 12.3 " 73.9 0.89 -0.95 0.18 -62.5 -75.8 -49.2 12.3 to 24.7 * 73.9 -0.85 -55.9 -69.2 -42.6 24.7 to 40.0 * 73.9 -0.55 -36.2 -49.5 -22.9 0 to 40.0 * 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 9 of 9