A nominal 8 x 32 in. simply supported CMU beam is reinforced with one No. 8 bar Grade 60 reinforcement in tension with d = 28 in. The beam carries a dead load of 1.1 k/ft (includes beam self-weight) and a service live load of 1.2 k/ft. The effective span of the beam is 16 ft. Assume f’m = 2,500 psi and that the beam is safe in flexure. Design the shear reinforcement, if any, for this beam. Make sure you make practical recommendations.
A nominal 8 x 32 in. simply supported CMU beam is reinforced with one No. 8 bar Grade 60 reinforcement in tension with d = 28 in. The beam carries a dead load of 1.1 k/ft (includes beam self-weight) and a service live load of 1.2 k/ft. The effective span of the beam is 16 ft. Assume f’m = 2,500 psi and that the beam is safe in flexure. Design the shear reinforcement, if any, for this beam. Make sure you make practical recommendations.
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.3P
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A nominal 8 x 32 in. simply supported CMU beam is reinforced with one No.
8 bar Grade 60 reinforcement in tension with d = 28 in. The beam carries a dead load of 1.1 k/ft (includes beam self-weight) and a service live load of 1.2 k/ft. The effective span of the beam is 16 ft. Assume f’m = 2,500 psi and that the beam is safe in flexure. Design the shear reinforcement, if any, for this beam. Make sure you make practical recommendations.
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