A triangular beam having a base width of 390 mm has a total depth of 783 mm. It is reinforced with 5-16mm bars placed at 70mm (steel cover) above the bottom of the beam. f'c-24.85 MPa, fy=275 MPa. Use fc (allow) = 0.45f'c and fs(allow) = 0.5fy. Use unit weight of concrete = 24 kN/m³. Calculate the maximum uniform live load that the beam can carry for a simple span of 5.23 meters. Use WSD.

A triangular beam having a base width of 390 mm has a total depth of 783 mm. It is reinforced with 5-16mm bars placed at 70mm (steel cover) above the bottom of the beam. f'c-24.85 MPa, fy=275 MPa. Use fc (allow) = 0.45f'c and fs(allow) = 0.5fy. Use unit weight of concrete = 24 kN/m³. Calculate the maximum uniform live load that the beam can carry for a simple span of 5.23 meters. Use WSD.

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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