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ASCE 30.3.2 Design Wind Pressure Beam/ Top Chord Check <br />Roof Slope =16 ° <br />Roof Shape Hip <br />Tributary Width s =2.00 ft <br />Tributary Length L =13.50 ft <br />Effective Area A = L ( MAX [ s , L/3] )=61 ft2 <br />Height of Structure h =15 ft <br />Wind Speed V =95 mph <br />Exposure Category C <br />Building Width B =30 ft <br />Building Length L =50 ft <br />Zone Width a =3ft <br />Elevation Height zg =49 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 =0.85 <br />Velocity Pressure qz = 0.00256KzKztKdKeV2 =16.64 psf <br />Internal Pressure Coefficient (GCpi)=-0.18 <br />Zone GCp <br />p = qz [(GCp) - (Gcpi)] <br />3 2.28 -40.93 <br />3r - - <br />3e - - <br />2-- <br />2r 1.78 -32.61 <br />2e 2.28 -40.93 <br />2n - - <br />1 1.39 -26.17 <br />1' - - <br />1930 S Artesia St <br />11/27/2024