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ASCE 30.3.2 Design Wind Pressure Beam/ Top Chord Check <br />Roof Slope =5 ° <br />Roof Shape MonoSlope <br />Tributary Width s =2.00 ft <br />Tributary Length L =31.33 ft <br />Effective Area A = L ( MAX [ s , L/3] )=100 f 2 <br />Height of Structure h =31 ft <br />Wind Speed V =110 mph <br />Exposure Categor C <br />Building Width B =140 ft <br />Building Length L =170 ft <br />Zone Width a =12.4 ft <br />Elevation Height zg =93 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 =0.99 <br />Velocity Pressure qz = 0.00256KzKztKdKeV2 =25.95 psf <br />Internal Pressure Coefficient (GCpi)=-0.18 <br />Zone GCp p = qz [(GCp) - (Gcpi)] <br />3 1.60 -46.20 <br />3r - - <br />3e - - <br />2 1.50 -43.60 <br />2r - - <br />2e - - <br />2n - - <br />1 1.10 -33.22 <br />1' - - <br />1801 E Edinger Ave - <br />10111733312/7/2023