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FIXEDSOLARARRAY MonoslopeRoofModel MainWindForceResistingSystem ExposureC <br />Loadsignarepositiveasfollows <br />Lateral Left <br />h(ft)= 80 Kzt = 1 V(mph)= 95 G= 0.85 PanelWidth(in)= 81.9 Vertical Down <br />hu(ft)= 7 Kd = 0.85 Ke= 1 q h (psf)= 21.4 E-WPostSpcg(ft)= na Moment Clockwise <br />L panel (ft)=183 Kh = 1.09 L c (ft)= na <br />WindLoadsonPanels(psf)andonNorth-SouthBeams(plf) <br />Obstructed <br />PanelAngle L(horiz) LoadCase P NW(psf) P NL (psf) Purlin-NW Purlin-NL P NW(psf)PNL (psf)Purlin-NW Purlin-NL <br />0.0 183.0 A 21.8 5.5 74.5 18.6 -9.1 -21.8 -31.0 -74.5 <br />0.0 183.0 B -20.0 -1.8 -68.3 -6.2 -20.0 -10.9 -68.3 -37.3 <br />5.0 182.3 A 21.8 5.5 74.5 18.6 -9.1 -21.8 -31.0 -74.5 <br />5.0 182.3 B -20.0 -1.8 -68.3 -6.2 -20.0 -10.9 -68.3 -37.3 <br />Loadsonfascia:32.1 windward <br />-21.4 leeward <br />2019CBCWindLoadCalculation(perASCE7-16,Section27.3.2,Figure27.3-4, <br />Unobstructed <br />2677 N Main St - <br />101110159-60 & <br />20175958-5902/07/23