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Lateral Analysis - Wind <br />Analysis per ASCE 7-16 section 29.4.1 <br />Exposure C Risk Category II <br />K e 1.0:=V 95:=K zt 1.0:= <br />K z 0.85:=K d 0.90:= <br />qz 0.00256 Kz⋅Kzt⋅K d⋅Ke⋅V2⋅psf⋅:=qz 17.675 psf⋅= <br />h 14 ft=roof height <br />Lhvac 100 in⋅:=length of HVAC <br />W hvac 66 in⋅:=width of HVAC <br />Hhvac 60 in⋅12 in⋅+14in+:=height of HVAC unit, curb, & adapter as it <br />occurs <br />Lcurb 98 in⋅4 in⋅−:=Lcurb 94 in⋅=approx. length to roof curb anchor <br />W curb 62 in⋅4 in⋅−:=W curb 58 in⋅=approx. width to roof curb anchor <br /> Horizontal Wind Force: Fh.wind <br />A f H hvac Lhvac⋅:=A f 60 ft2=Projected area normal to the wind <br />GCr.h 1.9:=Gust effect factor <br />Fh.wind qz GCr.h⋅Af⋅:=Fh.wind 2006 lb=Lateral wind load <br /> Vertical Wind Force: Fv.wind <br />A r Lhvac W hvac⋅:=A r 46 ft2=Projected area normal to the wind <br />GCr.v 1.5:=Gust effect factor <br />Fv.wind qz GCr.v⋅Ar⋅:=Fv.wind 1215 lb=Vertical wind load (Upward) <br /> Lateral Analysis - Summary <br />0.6 Fh.wind⋅1203 lb=Max factored lateral wind load Wind Governs <br />0.7 Fp.seis⋅835 lb=Max factored lateral seismic load <br />__________________________ <br />BRAD YOUNG & ASSOCIATES <br />STRUCTURAL ENGINEERING <br />345 Pollasky Ave. <br />Clovis, California, 93612 <br />(559) 323-9600 (559) 323-9633 Fax <br />____________________________________________________ <br />Copyright 2024 Brad Young & Associates <br />Print Date: 10/21/2024 <br />File Name: 24297 - PC RESPONSE.xmcd <br />Engineer:_ CG _ <br />4 <br />1740 E Edinger Ave <br />11/27/2024