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= = 2400 sf Wpanel = 48.5 lb <br />Wroofexisting = 15.2*2400 = 36480 lb 21 *Wpanel = 1018.5 lb <br />Wwallexisting = 15*80*4 = 4800 lb Wrestofarray = 310.8 lb <br />Wexisting = 41280 lb Warray = 1329.3 lb <br />V = 0.18 W <br />Vroofexisting = 7430 lb Existing Total Lateral Force <br />Vroofwpanels = 7670 lb New Total Later Force <br />% increase = 7670 increase which results in less than a 10% increase in the <br />7430 stress of existing lateral resisting elements OK*100%-100% = 3% <br />BY: Doug Engineering SMX-10576 <br />PROJECT: PV Panels for Alan Van Ho <br />CLIENT: Solar Max Renewable Energy Provider, Inc.5/16/2023 <br />1613 E Buffalo Ave <br />07/17/23