3. Design a rectangular for MD = 250 k-ft and ML = 245 k-ft. The maximum beam dimensions are b =15 in and d = 20 in; d' = 4 in. Use a concrete strength of 4,000 psi and Grade 60 reinforcement. 16" 23" A, 3" 15"

3. Design a rectangular for MD = 250 k-ft and ML = 245 k-ft. The maximum beam dimensions are b =15 in and d = 20 in; d' = 4 in. Use a concrete strength of 4,000 psi and Grade 60 reinforcement. 16" 23" A, 3" 15"

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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Question

3. Design a rectangular for MD = 250 k-ft and ML = 245 k-ft. The maximum
beam dimensions are b =15 in and d = 20 in; d' = 4 in. Use a concrete
strength of 4,000 psi and Grade 60 reinforcement.
16"
23"
A,
3"
15"

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