1. A rectangular beam with b = 250 mm and d = 460 mm is reinforced for tensiononly with 3-25 mm bars. The beam is simply supported over a span of 6 m andcarries a uniform dead load of 0. 680 KN/m including its own weight. Usefy=276.50 MPa and fc'=20.70 MPa. The maximum steel ratio is .0.01280.00960.02780.03710.01670.0224

1. A rectangular beam with b = 250 mm and d = 460 mm is re only with 3-25 mm bars. The beam is simply supported over carries a uniform dead load of 0.680 KN/m including its own fy=276.50 MPa and fc-20.70 MPa. The maximum steel ra O 0.0128 O 0.0096 O 0.0278 O 0.0371 0.0167

1. A rectangular beam with b = 250 mm and d = 460 mm is re only with 3-25 mm bars. The beam is simply supported over carries a uniform dead load of 0.680 KN/m including its own fy=276.50 MPa and fc-20.70 MPa. The maximum steel ra O 0.0128 O 0.0096 O 0.0278 O 0.0371 0.0167

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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Question

1. 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 maximum steel ratio is .
0.0128
0.0096
0.0278
0.0371
0.0167
0.0224

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