Design the reinforcement of a rectangular beam to resist a dead load moment of 200 kN.m(including its own weight) and a live load moment of 300 kN.m. The beam is limited in size to 350 mm by 600mm overall depth. Steel covering (from centroid of bars to outermost fiber is 100 mm for both tension and compression reinforcement. Use fc' = 27.5 MPa, fy = 414 MPa and 20mm bars.

Design the reinforcement of a rectangular beam to resist a dead load moment of 200 kN.m(including its own weight) and a live load moment of 300 kN.m. The beam is limited in size to 350 mm by 600mm overall depth. Steel covering (from centroid of bars to outermost fiber is 100 mm for both tension and compression reinforcement. Use fc' = 27.5 MPa, fy = 414 MPa and 20mm bars.

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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