A rectangular concrete beam of width b = 24 in. is limited by architectural considerations to a maximum total depth h = 16 in. It must carry a total factored load moment M u = 400 ft-kips. Design the flexural reinforcement for this member, using compression steel if necessary. Allow 3 in. to the center of the bars from the compression or tension face of the beam. Material strengths are f y = 60,000 psi and f c ′ = 4000 psi. Select reinforcement to provide the needed areas, and show a sketch of your final design, including provision for No. 4 (No. 13) stirrups. A rectangular concrete beam of width b = 24 in. is limited by architecturalconsiderations to a maximum total depth h = 16 in. It must carry a total fac-tored load moment M,this member, using compression steel if necessary. Allow 3 in. to the center ofthe bars from the compression or tension face of the beam. Material strengths4.23. A= 400 ft-kips. Design the flexural reinforcement forи= 60,000 psi and f.= 4000 psi. Select reinforcement to provide theare fyneeded areas, and show a sketch of your final design, including provision forNo. 4 (No. 13) stirrups.

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Answered: A rectangular concrete beam of width b…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A rectangular concrete beam of width b = 24 in. is limited by architectural considerations to a maximum total depth h = 16 in. It must carry a total factored load moment M u = 400 ft-kips. Design the flexural reinforcement for this member, using compression steel if necessary. Allow 3 in. to the center of the bars from the compression or tension face of the beam. Material strengths are f y = 60,000 psi and f c ′ = 4000 psi. Select reinforcement to provide the needed areas, and show a sketch of your final design, including provision for No. 4 (No. 13) stirrups.

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