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(b) A rectangular reinforced concrete beam of width b = 300 mm and effective depth d = 430 mm and the design span is 6.5 m. The characteristic strength for the concrete fcu = 25 N/mm² and the steel reinforcement strength fy= 500 N/mm². The cover to reinforcement is 30 mm. Determine the bending reinforcement required for the beam given the design moment M = 250 kNm.

(b) A rectangular reinforced concrete beam of width b = 300 mm and effective depth d = 430 mm and the design span is 6.5 m. The characteristic strength for the concrete fcu = 25 N/mm² and the steel reinforcement strength fy= 500 N/mm². The cover to reinforcement is 30 mm. Determine the bending reinforcement required for the beam given the design moment M = 250 kNm.

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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(b) A rectangular reinforced concrete beam of width b = 300 mm and effective depth d = 430 mm and the design span is 6.5 m. The characteristic strength for the concrete fcu = 25 N/mm² and the steel reinforcement strength fy= 500 N/mm². The cover to reinforcement is 30 mm. Determine the bending reinforcement required for the beam given the design moment M = 250 kNm.
Transcribed Image Text:(b) A rectangular reinforced concrete beam of width b = 300 mm and effective depth d = 430 mm and the design span is 6.5 m. The characteristic strength for the concrete fcu = 25 N/mm² and the steel reinforcement strength fy= 500 N/mm². The cover to reinforcement is 30 mm. Determine the bending reinforcement required for the beam given the design moment M = 250 kNm.
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