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ASCE 30.3.2 Design Wind Pressure Beam/ Top Chord Check <br />Roof Slope =18 ° <br />Roof Shape Gable <br />Tributary Width s =1.33 ft <br />Tributary Length L =17.00 ft <br />Effective Area A = L ( MAX [ s , L/3] )=96 ft2 <br />Height of Structure h =15 ft <br />Wind Speed V =95 mph <br />Exposure Category C <br />Building Width B =25 ft <br />Building Length L =30 ft <br />Zone Width a =3ft <br />Elevation Height zg =98 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 =16.61 psf <br />Internal Pressure Coefficient (GCpi)=-0.18 <br />Zone GCp <br />p = qz [(GCp) - (Gcpi)] <br />3-- <br />3r 1.87 -34.11 <br />3e 2.28 -40.87 <br />2-- <br />2r 2.28 -40.87 <br />2e - - <br />2n 2.28 -40.87 <br />1-- <br />1' - - <br />849 E McFadden Ave- <br />101119004 & 201826064/29/2024