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4 Jan 2019 01:07:10-Lateral Analysis.sm <br /> Design Wind Pressure <br /> pw min :=16 psf Minimum Design Pressure <br /> Ge 0. 85 Gust Effect Factor (ref. section 26.9) <br /> Walls <br /> GCD1 :=-0.85 <br /> Internal Pressure Coefficient (ref. table 26.11-1) <br /> Veolcity Pressure Evaluated at Mean Roof Height, h <br /> qh :=qz =17.3775psf <br /> External Pressure Coefficients for Walls (ref. figure 27.4-1) <br /> L <br /> B =2 Roof Slope =14.0362 deg <br /> pww:=0.8 Windward Wall plw:=—0.5 Leeward Wall <br /> pC :—pww p1w -1.3 <br /> Design MWFRS Wind Pressures (eq 27.4-1) <br /> pw min <br /> pw :=max ( l <br /> gh •(Ge •Cp —GCpi1 pw=34psf <br /> l J <br /> Wind Diaphragm Shear <br /> Drf =3 ft Bdia •=B =10 ft Ldia :=L =2 0 ft <br /> VW :—Bdia •(pw) •Drf Wind shear w=1019 lbf <br />