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Madison Industries Designed by: ML/JFB August 4, 2016 Job No: WCA17860-1 Customer: Mobil Fueling Canopy Structure: 65'-0" x 54'-4" (4) Column Canopy Location: Tracy, CA 95377 Sheet 13 Roof Support Beam B1 Unfactored Loads: P1DL = 152 lbs P1 P2 P1LL = 0 lbs PIWINDUPLIFT = 0 lbs w P2DL = 152 lbs mmmm P21-1- = 0 lbs R1 I ? R2 P2WIND UPLIFT = 0 lbs xDL = 3.26 psf a Lb LL = 20 psf Wind uplift = -24.2 psf Beam Wt/Extra Load = 37 plf Geometry: L = 26.00 ft Tributary Loading Strip = 10.13 ft a = 14.17 ft WDL = 70.0 plf b = 14.17 ft WLL = 202.5 plf Span: Max Unbraced Top Fig. Length (L') = 8.67 ft WDL+LL = 272.5 plf Span: Max Unbraced Bottom Fig. Length (L") = 2.00 ft WWIND UPLIFT = -245 plf Cant.: Max Unbraced Top Fig. Length (a') = 14.17 ft Cant.: Max Unbraced Bott. Fig. Length (a") = 2 ft Reactions: R1 DL = 2.052 k x = pt. of max moment in span = 13.0 ft R11-1- = 5.501 k Load Combinations (Strength Design): R1 DL+LL = 7.553 k w"t = 1.4wDL = 98 plf R1 WIND UPLIFT = -6.648 k Wu2 = 1.2WDL + 1.6wLL = 408 plf R1(CASE2) = 4.685 k Wu3 = 0.9WDL - 1.OWWIND UP - 182 plf R2DL = 2.052 k P1"t = 1.4P1DL = 213 lbs R2LL = 5.501 k P1u2 = 1.2131DL + 1.61311-1 182 lbs R2DL+LL = 7.553 k P1i3 = 0.9P1DL -1.OP1 WIND UP = 137 lbs R2WIND UPLIFT = -6.648 k P2„, = 1.4P2DL = 213 lbs R2(cnsE 2) = 4.685 k P2,2 = 1.2P2DL + 1.6P21 -L = 182 lbs P2i3 = 0.9P2DL-1.OP2WIND UP = 137 lbs Selected Beam: Suggested Shapes: Stress only= W6x16 Material = A992 Stress & deflection = W18x35 Fy = 50 ksi Actual Stresses: Beam Used = W14x22 fb[span(p)] = Mspan(p>/SX = 7.83 ksi A = 6.5 int fb[span(n)] = Mspan(n/S), = 12.20 ksi SX = 29.0 in fb[cant(p)] _ Mcant(p)/Sx = 8.15 ksi IX= 199.0 in fb[cant(n)] = Mcant(n)/Sx = 12.20 ksi I - t, 1 = 7.0 in Actual deflections: SDL(span) _ -0.107 in d/Af = 8.20 51-L(span) - 0.361 in JUN 0 8 2017 ry = 1.0 in SDL+LL(span) = 0.253 In J = 0.2 in SDL(cant) = 0.268 in E{'!V(, % L F: STH CW = 314 in 51-L(cant) = 1.052 In ZX = 33.2 in 3 8DL+LL(cant) _ 1.320 In