- Design The Shear Reinforcement For The Section Described From The Midterm The Beam Width B Is 12 In And The Total He 1 (30.78 KiB) Viewed 56 times
Design the shear reinforcement for the section described from the midterm. The beam width, b, is 12 in, and the total he
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Design the shear reinforcement for the section described from the midterm. The beam width, b, is 12 in, and the total he
Design the shear reinforcement for the section described from the midterm. The beam width, b, is 12 in, and the total height, h, is 26 in. Assume a cover distance of 1.75-in. (i.e. distance from the bottom/top face of the beam to the center of the shear reinforcement/stirrup). The section should be designed to carry a distributed service dead load of 2.50 kips/ft, including the self-weight of the beam, and a distributed live load of 2.50 kips/ft. The beam is 18 ft. long (span length), simple span. Use #4 stirrups. Assume f.' = 3,000 psi and fy = 60,000 psi. (35 pts.)
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