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Design Loads at Bracket <br />* Bracket takes a full panels tributary area based on stiffness. <br />Panel Area Apanel = <br />Panel Tilt w = <br />Panel Dead Load DL = <br />Case 1: All Locations <br />Max Wind Uplift WL = <br />Tributary Area TA = Apanel / 2 = (Vertical) <br />TA = Apanel (Lateral) <br />Wind Uplift Fy_W = ( (PWL * cos(w)) - 0.6DL ) * TA = <br />Wind Lateral Load Fx_W = PWL * sin(w) * TA = <br />Seismic Lateral Load Fx = 0.7Fph * (DL * TA)= <br />Fx_Bracket = <br />Fy_Bracket = <br />Bracket Section Propeties (Weak-Axis) <br />d =Ax =Iy = <br />b =y1 = (From line A) <br />s =y2 =S1y = <br />h =S2y = <br />t =rye = <br />NS STRUCTURAL ENGINEERING, INC MADE BY: JL <br />4642 Rockland Place La Canada <br />Flintridge, CA 91011 <br />CHECKED BY: NS <br />PAGE NO. <br />27.8 ft² <br />10° <br />Target 1441 W. 17th St. Santa Ana Solar Rooftop Project <br />172.3 lbs <br />2.8 psf <br />14.34 psf Exposed <br />69.1 lbs <br />46.7 lbs <br />69.1 lbs <br />13.9 ft² <br />27.8 ft² <br />0.13 in 0.84 in 0.239 in³ <br />2.75 in 0.082 in³ <br />0.125 in 0.332 in <br />172.3 lbs <br />3.00 in 0.625 in² 0.069 in⁴ <br />1.13 in 0.29 in <br />1441 W 17th St - 101115926 & <br />20180369 <br />11/16/2023