A simply supported rectangular concrete beam 6m long is reinforced with four-28mm diam tension bars and two-28mm diam. compression bars. The beam has a width of 300mm and overall depth of 400mm. The steel covering to the centroid of reinforcements is 70mm, fc’=30 MPa and fy=418 MPa. a. Draw the stress diagram b. Compute for the Ultimate moment capacity of the beam
A simply supported rectangular concrete beam 6m long is reinforced with four-28mm diam tension bars and two-28mm diam. compression bars. The beam has a width of 300mm and overall depth of 400mm. The steel covering to the centroid of reinforcements is 70mm, fc’=30 MPa and fy=418 MPa. a. Draw the stress diagram b. Compute for the Ultimate moment capacity of the beam
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A simply supported rectangular concrete beam 6m long is reinforced with four-28mm diam
tension bars and two-28mm diam. compression bars. The beam has a width of 300mm and overall
depth of 400mm. The steel covering to the centroid of reinforcements is 70mm, fc’=30 MPa and fy=418
MPa.
a. Draw the stress diagram
b. Compute for the Ultimate moment capacity of the beam
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