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Design Wind Pressure <br /> pw min:= 16psf Minimum Design Pressure <br /> Ge:= 0.85 Gust Effect Factor(ref.section 26.9) <br /> Walls <br /> (-0.85 <br /> GC„; .= Internal Pressure Coefficient(ref.table 26.11-1) <br /> • 0.85 <br /> Veolcity Pressure Evaluated at Mean Roof Height,h <br /> qh := qz= 32.23•psf <br /> External Pressure Coefficients for Walls(ref.figure 27.4-1) <br /> L = 1.37 Cpww:= 0.8 Windward Wall Cplw =—0.3 Leeward Wall <br /> Design MWFRS Wind Pressures(eq 27.4-1) <br /> per,:= max_pw_min,max_gh•[Ge•(Cpww+ Cpiw) — GCpiE =41.1•psf per,=41.1.psf <br /> Parapet(ref. section 27.4.5) <br /> GCpnw:= 1.5 Windward Combined Net Pressure Coefficient <br /> GCpfL:_ —1.0 Leeward Combined Net Pressure Coefficient <br /> pp := if[hp <_0,0psf,gz.(GCpnw—GCpnL)I Combined Net Pressure on Parapet pp =0•psf <br /> 02_Lateral Analysis.xmcd c P/ <br /> S4 <br />