Laserfiche WebLink
SHEET: 7 OF 7 <br />DATE: <br />DE JOB NO.: <br />LATERAL ANALYSIS <br />DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING <br />Aroofexisting= = 2577 sf Wpanel = 48.1 lb <br />Wroofexisting = 15.2*2577 =39170 lb 28 *Wpanel = 1345.4 lb <br />Wwallexisting = 15*80*4 =4800 lb Wrestofarray =427 lb <br />Wexisting =43970 lb Warray =1772.4 lb <br />V =0.18 W <br />Vroofexisting =7915 lb Existing Total Lateral Force <br />Vroofwpanels =8234 lb New Total Later Force <br />% increase = 8234 increase which results in less than a 10% increase in the <br />7915 stress of existing lateral resisting elements OK <br />BY: Doug Engineering PGS-1264 <br />PROJECT: PV Panels for Jamie Chavez <br />CLIENT: ParagonSun 1/26/2023 <br />*100%-100% = 4% <br />1043 W Fairbrook <br />Ln05/19/23