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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
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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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 3 m 30 kN/m 20 kN/m 3 m
Transcribed Image Text: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 3 m 30 kN/m 20 kN/m 3 m
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