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Skid Information <br />Skid Width W = = <br />L = = <br /># of Bays = <br />Skid + Wiring Weight = <br />Skid Surface Area A =(WLX)=(Transverse) <br />Height to C.G. of Skid hCG = <br />Equipment Summary x <br />Inverter x = <br />Skid x = <br />= <br />Equipment Summary x x = <br />Inverter x x = <br />Skid x x = <br />= <br />Equipment Summary x x = <br />Inverter x x = <br />Skid x x = <br />= <br />Reactions at Edge of Skid <br />Total Dead Load Wp = <br />Total Perimeter P = <br />wDL = <br />Overturning Moment M = <br />Length in Bearing L = <br />Couple Distance, b b = <br />wEQ =LRFD <br />0.7wEQ =ASD <br />Overturning Moment M = <br />Length in Bearing L = <br />Couple Distance, b b = <br />wWL =LRFD <br />0.6wWL =ASD <br />NS STRUCTURAL ENGINEERING, INC MADE BY: <br />Target 1441 W. 17th St. Santa Ana Solar Rooftop Project DATE: <br />48.0 in 4.0 ft <br />60.0 in 5.0 ft <br />SK <br />4642 Rockland Place La Canada <br />Flintridge, CA 91011 <br />CHECKED BY: NS <br />PAGE NO. <br />187 lbs 2 332 lbs <br />212 lbs 1 236 lbs <br />1 Bays <br />212 lbs <br />7.00 ft²131 lbs <br />1.83 ft <br />Equipment Weight Quantity <br />568 lbs <br />Seismic Load, LRFD Quantity hCG Overturning Moment <br />98 lbs 2 3.17 ft 621 lb-ft <br />155 lbs 2 3.17 ft 980 lb-ft <br />131 lbs 1 1.83 ft 239 lb-ft <br />111 lbs 1 1.83 ft 203 lb-ft <br />824 lb-ft <br />Wind Load, LRFD Quantity hCG Overturning Moment <br />36.6 plf <br />28.8 plf <br />4.0 ft <br />41.2 plf <br />1,220 lb-ft <br />5.0 ft <br />4.0 ft <br />61.0 plf <br />1,220 lb-ft <br />568 lbs <br />10.0 ft <br />56.8 plf <br />824 lb-ft <br />5.0 ft <br />1441 W 17th St - 101115926 & <br />20180369 <br />11/16/2023