1. Design a reinforced concrete beam to carry a service live load of 20 kN/m and dead load of 15 kN/m (including its own weight). Use f 'c = 21 MPa, fy = 276 MPa, b = d/2, and 32 mm main bars. The beam is to be reinforced in tension only. Use moment distribution method. Use modified k for end span with far end support roller or hinge (AB). wu = 1.2 WDL + 1.6 WLL TITTA I 5.2 m 3m T B Pu = 50 kN 2.6m 21 5.6 m C

1. Design a reinforced concrete beam to carry a service live load of 20 kN/m and dead load of 15 kN/m (including its own weight). Use f 'c = 21 MPa, fy = 276 MPa, b = d/2, and 32 mm main bars. The beam is to be reinforced in tension only. Use moment distribution method. Use modified k for end span with far end support roller or hinge (AB). wu = 1.2 WDL + 1.6 WLL TITTA I 5.2 m 3m T B Pu = 50 kN 2.6m 21 5.6 m C

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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