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"ASCE7-16W.xls" Program Version 2.1 <br />Normal to Ridge Wind Load Tabulation for MWFRS - Buildings of Any Height <br />Surface z Kz qz Cp p = Net Design Press. (psf) <br />(ft.)(psf)(w/ +GCpi)(w/ -GCpi) <br />Windward Wall 0 0.85 22.35 0.80 11.18 19.22 <br />For z = hr:14.30 0.85 22.35 0.80 11.18 19.22 <br />For z = he:9.00 0.85 22.35 0.80 11.18 19.22 <br />For z = h:11.65 0.85 22.35 0.80 11.18 19.22 <br />Leeward Wall All ---0.50 -13.52 -5.48 <br />Side Walls All ---0.70 -17.32 -9.28 <br />Roof (windward) cond. 1 ----0.50 -13.49 -5.44 <br />Roof (windward) cond. 2 ----0.06 -5.13 2.92 <br />--- <br />Roof (leeward)----0.57 -14.83 -6.79 <br />--- <br />Notes: 1. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces. <br /> 2. Per Code Section 27.1.5, the minimum wind load for MWFRS shall not be less than 16 psf. <br />2 of 4 4/4/2025 11:50 AM