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ASCE 30.3.2 Design Wind Pressure Beam/ Top Chord Check <br />Roof Slope =17 ° <br />Roof Shape Gable <br />Tributary Width s =2.00 ft <br />Tributary Length L =12.75 ft <br />Effective Area A = L ( MAX [ s , L/3] )=54 f 2 <br />Height of Structure h =15 ft <br />Wind Speed V =95 mph <br />Exposure Categor C <br />Building Width B =30 ft <br />Building Length L =55 ft <br />Zone Width a =3 ft <br />Elevation Height zg =73 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 =16.63 psf <br />Internal Pressure Coefficient (GCpi)=-0.18 <br />Zone GCp p = qz [(GCp) - (Gcpi)] <br />3 - - <br />3r 2.72 -48.16 <br />3e 2.63 -46.75 <br />2 - - <br />2r 2.63 -46.75 <br />2e - - <br />2n 2.63 -46.75 <br />1 - - <br />1' - - <br />517 N Rosita St <br />9/30/2024