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Date :3/21/2023 <br />Job Code: ANTHONY TOMICH <br />4 of 6 <br />Array Edge Factor, γE = <br />External Pressure Up, GCp_1 = <br />External Pressure Up, GCp_2 = <br />External Pressure Up, GCp_3 = <br />External Pressure Down, GCp = <br />psf Design Pressure Up, p_1 = <br />psf Design Pressure Up, p_2 = <br />psf Design Pressure Up, p_3 = <br />psf Design Pressure Down, p = <br />uni_Dist_W_up = <br />M_uni_Dist_W_up = <br />Def_uni_Dist_W_up = <br />uni_Dist_W_down = <br />M_uni_Dist_W_down = <br />Def_uni_Dist_W_down = <br />Module_Up_W1 = <br />Module_Up_W2 = <br />Module_Down_W = <br />Rail_Up_W1 = <br />Rail_Up_W2 = <br />Rail_Down_W = <br />Rail_M_Up_W1 = <br />Rail_M_Up_W2 = <br />Rail_M_Down_W = <br />Pens_Up_W1 = <br />Pens_Up_W2 = <br />Pens_Down_W = <br />Rail Check (LRFD): <br />All Roofs 1.4D : 23 lb-ft <548 lb-ft OK <br />All Roofs 1.2D + 1.6S + 0.5W : 81 lb-ft <548 lb-ft OK <br />All Roofs 1.2D + 0.5S + 1.0W : 143 lb-ft <548 lb-ft OK <br />All Roofs 0.9D + 1.0W (Up z1) : 189 lb-ft <548 lb-ft OK <br />-718 <br />295 <br />123 <br />-490 <br />-204 <br />-299 <br />-120 <br />49 <br />16 <br />-82 <br />-27 <br />-39 <br />131 <br />0.0034 <br />-0.0056 <br />32 <br />-53 <br />-217 <br />-40.74 <br />16.00 <br />-26.57 <br />-38.97 <br />-2.30 <br />0.60 <br />-1.50 <br />-2.20 <br />All Roofs <br />1.5 <br />51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 <br />3428 S Saddleback <br />Ct08/09/23