4. A rectangular beam with b = 250 mm and d = 460 mm is reinforced for tension only with 3-25 mm bars. The beam is simply supported over a span of 6 m and carries a uniform dead load of 0.680 KN/m including its own weight. Use fy=276.50 MPa and fc'=20.70 MPa. The ultimate moment capacity of the beam is KN-m. 151.561 98.078 122.488 179.403 233.723 206.369

4. A rectangular beam with b = 250 mm and d = 460 mm is reinforced for tension only with 3-25 mm bars. The beam is simply supported over a span of 6 m and carries a uniform dead load of 0.680 KN/m including its own weight. Use fy=276.50 MPa and fc'=20.70 MPa. The ultimate moment capacity of the beam is KN-m. 151.561 98.078 122.488 179.403 233.723 206.369

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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