200 W MARINE VIEW DR ON TRAC LOGISTICS 2025-09-16

� . G3 SHUTLER CONSULTING ENGINEERS, INC. Job Name : Baywood Industrial Structural Engineers Job No. : 20-33 12503 Bel-Red Road, Suite 100 Engr: : CT Bellevue, washington 98005 Date: 10-20--2020 (._... (425) 450-4075 Sheet No.:: Description: Typical Solid Panel Page 2 I # 6 Bar @ 12.53 inches o.c. CASE 1 @ Roof, U = 1.4D ( M = P*e -- No P * Deflection. ) Service Load = 1.OD Service Dell. = N.A. in. Mu = 3.14 in-k Ultimate Defl.= N.A. in. Phi * Mn = 69.40 in-k CASE 1 @ Mid-ht., U = 1.4D ( M = .5*P*e + P * Deflection. ) Service Load = 1.0D Service Defl. = 0.01 in. Mu = 2.76 in-k Ultimate Defl.= 0.48 in. Phi * Mn = 74.37 in-k CASE 2 @ Roof, U = 1.2D + 1.6 (Lr or S or R) + 1.0L (M=P*e, No P*Delta) Service Load = 1.0D + 1.0(Lr or S or R) Service Defl. = N.A. in. Mu = 8.68 in-k Ultimate Defl.= N.A. in. Phi * Mn = 71.32 in-k CASE 2 @ Mid-ht, U = 1.2D + 1.6(Lr or S or R) + 1.OL (M=.5*P*e + P*Delta.) Service Load = 1.0D + 1.0(Lr or S or R) Service Defl. = 0.03 in. Mu = 8.86 in-k Ultimate Defl.= 1.53 in. Phi * Mn = 75.56 in-k I CASE 3 U = 1.2D + 1.6 ( Lr or S or R ) + 0.5W { Service load = 1.0D + 0.75L + 0.75*0.6W + 0.75(Lr or S or R) Service Dell. = 0.24 in. Mu = 50.74 in-k Ultimate Defl.= 8.77 in. Phi * Mn = 75.56 in-k CASE 4 U = 1.2D + 1.0W + 1.0L + 0.5 (Lr or S or R) Service load = 1.0D + 0.75L + 0.75*0.6W + 0.75(Lr or S or R) Service Dell. = 0.24 in. Mu = 74.13 in-k Ultimate Defl.= 12.98 in. Phi * Mn = 74.15 in-k CASE 5 U = (1.2 + 0.2 Sds)D + 1.0E + 1.0L + 0.25 Service load = (1.0 + 0.1 Sds)D + 0.75L + 0.525E + 0.75(Lr or S or R) Service Dell. = 0.26 in. Mu = 70.92 in-k Ultimate Defl.= 12.38 in. Phi * Mn = 74.48 in-k CASE 6 U = 1.2D + 1.0W Service load = 1.0D + 0.6W Service Dell. = 0.30 in. Mu 67.47 in-k Ultimate Defl.- 11.88 in. Phi * Mn = 73.51 in-k CASE 7 U = (1.2 + 0.2 Sds)D + 1.0E Service load = (1 + 0.14Sds)D + 0.7E Service Dell. = 0.32 in. Mu = 68.18 in-k F.. Ultimate Defl.= 11.93 in. Phi * Mn = 74.23 ink CASE 8 U = 0.9D + 1.0W Service load = 0.6D + 0.6W Service Dell. = 0.29 in. Mu 58.60 in-k i Ultimate Defl.= 10.45 in. Phi * Mn - 72.22 in-k -__ CASE 9 U = (0.9 - 0.2 Sds)D + 1.0E Service load = (0.6 - 0.14 Sds)D + 0.7E Service Defl. = 0.31 in. Mu - 50.48 in-k Ultimate Defl.= 9.06 in. Phi * Mn = 71.50 in-k h