A rectangular beam is 24 in. wide. The architect asked for this beam to have a maximum depth of 16 in. The ultimate moment is 400 kip-ft including self-weight. Design the flexural reinforcement. Cover for longitudinal reinforcing bars can be taken as 3 in. from the center of reinforcement. Use 4,000 psi compression strength concrete and Grade 60 reinforcing bars.

A rectangular beam is 24 in. wide. The architect asked for this beam to have a maximum depth of 16 in. The ultimate moment is 400 kip-ft including self-weight. Design the flexural reinforcement. Cover for longitudinal reinforcing bars can be taken as 3 in. from the center of reinforcement. Use 4,000 psi compression strength concrete and Grade 60 reinforcing bars.

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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