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ASCE 30.3.2 Design Wind Pressure Beam/ Top Chord Check <br />Roof Slope  = 15 ° <br />Roof Shape MonoSlope <br />Tributary Width s = 2.00 ft <br />Tributary Length L = 8.00 ft <br />Effective Area A = L ( MAX [ s , L/3] ) = 21 ft2 <br />Height of Structure h = 18 ft <br />Wind Speed V = 110 mph <br />Exposure Category C <br />Building Width B = 70 ft <br />Building Length L = 120 ft <br />Zone Width a = 7 ft <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 = 0.88 <br />Velocity Pressure q z = 0.00256KzKztKdKeV2 = 23.18 psf <br />Internal Pressure Coefficient (GCpi) = -0.18 <br />Zone GCp p = q z [(GCp) - (Gcpi)] <br />3 2.79 -68.78 <br />3r - - <br />3e - - <br />2 1.55 -40.10 <br />2r - - <br />2e - - <br />2n - - <br />1 1.27 -33.73 <br />1'- - <br />2655 S Orange <br />Ave - 101111463 & <br />2017695708/17/22