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1. Design rectangular section of a beam subjected to factored moment (M) of 582 ft-kips. The factored moment includes both live load moment and dead load moment. The moment does not include self weight of the beam. f'c = 4,000 psi and fy = 60,000 psi. Show sketch of the cross-section, bar size, arrangements and spacing. Span of the beam is 28 feet.

1. Design rectangular section of a beam subjected to factored moment (M) of 582 ft-kips. The factored moment includes both live load moment and dead load moment. The moment does not include self weight of the beam. f'c = 4,000 psi and fy = 60,000 psi. Show sketch of the cross-section, bar size, arrangements and spacing. Span of the beam is 28 feet.

Structural Analysis
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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1. Design rectangular section of a beam subjected to factored moment (M) of 582 ft-kips. The factored moment includes both live load moment and dead load moment. The moment does not include self weight of the beam. f'c = 4,000 psi and fy = 60,000 psi. Show sketch of the cross-section, bar size, arrangements and spacing. Span of the beam is 28 feet.
Transcribed Image Text:1. Design rectangular section of a beam subjected to factored moment (M) of 582 ft-kips. The factored moment includes both live load moment and dead load moment. The moment does not include self weight of the beam. f'c = 4,000 psi and fy = 60,000 psi. Show sketch of the cross-section, bar size, arrangements and spacing. Span of the beam is 28 feet.
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