A simply-supported beam with an overhang is subjected to a superimposed dead load (self-weight excluded) = 1.5 kip/ft an

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A Simply Supported Beam With An Overhang Is Subjected To A Superimposed Dead Load Self Weight Excluded 1 5 Kip Ft An 1 (101 KiB) Viewed 63 times

A simply-supported beam with an overhang is subjected to a superimposed dead load (self-weight excluded) = 1.5 kip/ft and a live load = 2.5 k/ft. Prismatic rectangular sections will be used along the entire length of the girder. Size the beam and design flexural and shear reinforcement for the beam AC1318-19. Crack and deflection checks are not required. A B E F G н) р 20 ft. 10 ft. Tasks 1. Consider the following live load cases: (a) live load applied over the entire length of the beam; (b) live load applied over the length between A and E; (c) live load applied over the length between E and I; (d) live load applied over the length between F and I; (e) live load applied over the length between G and I; (f) live load applied over the length between H and I; (g) live load applied over the length between B and E; (h) live load applied over the length between C and E; (i) live load applied over the length between D and E; (1) live load applied over the length between A and B as well as the length between E and I; (k) live load applied over the length between A and C as well as the length between E and I; (1) live load applied over the length between A and D as well as the length between E and I; Draw the shear and moment diagrams under all the live load cases and combine them with the dead load using LRFD (30%)