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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 />HorizontalDist LoadCase P(psf)Purlin P(psf)Purlin <br /><h A -14.6 -49.7 -21.8 -74.5 <br />B 14.6 49.7 9.1 31.0 <br />>h,<2h A -10.9 -37.3 -16.4 -55.9 <br />B 9.1 31.0 9.1 31.0 <br />>2h A -5.5 -18.6 -10.9 -37.3 <br />B 5.5 18.6 5.5 18.6 <br />Loadsonfascia: 32.1 windward <br />-21.4 leeward <br />2019CBCWindLoadCalculation(perASCE7-16,Section27.3.2,Figure27.3-7, <br />Unobstructed <br />2677 N Main St - <br />101110159-60 & <br />20175958-5902/07/23