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ANALYSIS AND DESIGN OF DOUBLY REINFORCED CONCRETE BEAMS 2. Determine the number of bars needed to resist an ultimate moment equal to 550 KN.m. if the beam has a width of 400mm and a total depth equal to 550mm. F'c=21 MPa, Fy= 415 MPa. Use 32mm for tensile reinforcement and if compression reinforcement is needed, use 20mm for compression bars.

ANALYSIS AND DESIGN OF DOUBLY REINFORCED CONCRETE BEAMS 2. Determine the number of bars needed to resist an ultimate moment equal to 550 KN.m. if the beam has a width of 400mm and a total depth equal to 550mm. F'c=21 MPa, Fy= 415 MPa. Use 32mm for tensile reinforcement and if compression reinforcement is needed, use 20mm for compression bars.

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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ANALYSIS AND DESIGN OF DOUBLY REINFORCED CONCRETE BEAMS 2. Determine the number of bars needed to resist an ultimate moment equal to 550 KN.m. if the beam has a width of 400mm and a total depth equal to 550mm. F'c=21 MPa, Fy= 415 MPa. Use 32mm for tensile reinforcement and if compression reinforcement is needed, use 20mm for compression bars.
Transcribed Image Text:ANALYSIS AND DESIGN OF DOUBLY REINFORCED CONCRETE BEAMS 2. Determine the number of bars needed to resist an ultimate moment equal to 550 KN.m. if the beam has a width of 400mm and a total depth equal to 550mm. F'c=21 MPa, Fy= 415 MPa. Use 32mm for tensile reinforcement and if compression reinforcement is needed, use 20mm for compression bars.
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