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ASCE 30.3.2 Design Wind Pressure Beam/ Top Chord Check <br />Roof Slope =23 ° <br />Roof Shape Hip <br />Tributary Width s =1.33 ft <br />Tributary Length L =34.34 ft <br />Effective Area A = L ( MAX [ s , L/3] )=100 f 2 <br />Height of Structure h =25 ft <br />Wind Speed V =95 mph <br />Exposure Categor C <br />Building Width B =55 ft <br />Building Length L =55 ft <br />Zone Width a =5.5 ft <br />Elevation Height zg =91 ft <br />Wind Directionality Kd =0.85 <br />Topography Factor Kt =1.00 <br />Ground Elevation Factor Ke =1.00 <br />Velocity Pressure Exposure Coefficient Kz =0.95 <br />Velocity Pressure qz = 0.00256KzKztKdKeV2 =18.50 psf <br />Internal Pressure Coefficient (GCpi)=-0.18 <br />Zone GCp p = qz [(GCp) - (Gcpi)] <br />3 1.53 -31.57 <br />3r - - <br />3e - - <br />2 - - <br />2r 1.53 -31.57 <br />2e 1.53 -31.57 <br />2n - - <br />1 0.80 -18.13 <br />1' - - <br />1601 W 2nd St - 101115409 & <br />2017986111/17/2023