- Web Width Of 12 Inches Web Depth Of 18 Inches And A Flange Thickness Of 4 Inches The Beam Is Problem 1 33 In A Sl 1 (28.65 KiB) Viewed 26 times
web width of 12 inches, web depth of 18 inches, and a flange thickness of 4 inches. The beam is Problem 1 (33%): In a sl
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web width of 12 inches, web depth of 18 inches, and a flange thickness of 4 inches. The beam is Problem 1 (33%): In a sl
web width of 12 inches, web depth of 18 inches, and a flange thickness of 4 inches. The beam is Problem 1 (33%): In a slab-beam system, the flange width is calculated to be 72 inches with a 0.4 KLF and service live load is 0.6 KLF. Beam is simply supported with length of 24 feet. Use singly reinforced with d = d. The superimposed dead load (not including the beam weight) is #3 bars for stirrups and #11 bars for flexural reinforcements. Beam deflection is not of concern. What is the required area of steel (Do not design for the number of bars)? 72" 1 = 4 ksi, fy = 60 ksi, y = 150 lb/ft? (As)#3 = 0.11 in', (AS#11 = 1.56 in? (do)#3 = 0.375 in. (du) 11 = 1.41 in | 18" A 12"
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