A 5m concrete beam, 300mm x 600mm in dimension, is reinforced for tension with 3-25mm - diameter bars using design properties of fc' = 28MPa, fs = 138MPa, n = 9, 40mm clear cover, determine: (a) The cracking moment of the beam; (b) The safe moment capacity of the beam using transformed area method (c) Investigate the flexural adequacy if the design beam to carry the given loads Consider 24kN/m3 in computing the beam weight. 15 kN/m 10 kN/m 30 kN/m 20 kN/m

A 5m concrete beam, 300mm x 600mm in dimension, is reinforced for tension with 3-25mm - diameter bars using design properties of fc' = 28MPa, fs = 138MPa, n = 9, 40mm clear cover, determine: (a) The cracking moment of the beam; (b) The safe moment capacity of the beam using transformed area method (c) Investigate the flexural adequacy if the design beam to carry the given loads Consider 24kN/m3 in computing the beam weight. 15 kN/m 10 kN/m 30 kN/m 20 kN/m

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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