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Equipment Information <br />Inverters <br />Max Weight WT =EQX = <br />Overall Height H = <br />Overall Width W = <br />Overall Depth D = <br />Front Surface Area FA =(WLX)=(Transverse) <br />Side Surface Area SA =(WLZ)=(Longitudinal) <br />Top Area TA = <br />Height to C.G of Gard hCG = <br />Horizontal Load T/C Couple due to Overturning <br />Dead Load Per Attachment DL = lbs lbs <br />Seismic Load Per Attachment EQX = lbs lbs <br />EQZ = lbs lbs <br />Wind Load Per Attachment WLX = lbs lbs <br />WLZ = lbs lbs <br />Check Strut Cantilever <br />Cantilever Distance d =ft <br />Lateral Load Fp =lbs ASD <br />Moment M =lb-in <br />Section Modulus Sx =in3 <br />Bending Stress fb = psi <br />Allowable Bending Stress Fb = psi <br />Interaction Check DCR = <br />Deflection Check D = in <br />Target 1441 W. 17th St. Santa Ana Solar Rooftop Project DATE: <br />187 lbs 98 lbs <br />NS STRUCTURAL ENGINEERING, INC MADE BY: SK <br />4642 Rockland Place La Canada <br />Flintridge, CA 91011 <br />CHECKED BY: NS <br />PAGE NO. <br />2.81 ft²52 lbs <br />3.96 ft² <br />3.17 ft <br />47 42 <br />22.3 in <br />41.9 in <br />13.6 in <br />8.28 ft²155 lbs <br />13 12 <br />24 - <br />24 22 <br />39 - <br />2,198 <br />19,760 <br />0.111 <br />1.59 <br />23.2 <br />444.1 <br />0.202 <br />0.010 <br />PS 200 is Acceptable <br />1441 W 17th St - 101115926 & <br />20180369 <br />11/16/2023