A rectangular reinforced concrete beam has a width b=15 inches and effective depth d=24 inches. Concrete compressive strength f'c =4,000 psi and yield stress of steel reinforcement fy=60 ksi. The beam is simply supported and subjected to a uniformly distributed ultimate load Qu= 6 k/ft that includes the weight of the beam. Span is 28 feet. Assume interior exposure. Design the beam for shear using #3 stirrups and show the proposed shear reinforcement

A rectangular reinforced concrete beam has a width b=15 inches and effective depth d=24 inches. Concrete compressive strength f'c =4,000 psi and yield stress of steel reinforcement fy=60 ksi. The beam is simply supported and subjected to a uniformly distributed ultimate load Qu= 6 k/ft that includes the weight of the beam. Span is 28 feet. Assume interior exposure. Design the beam for shear using #3 stirrups and show the proposed shear reinforcement

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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