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Q5.3 Fig Q5.3 shows a beam simply supported at points 10m apart with an overhang of 3m at each end. It carries a uniformly distributed load of 4kN/m over its entire length. The beam is of T-section, and is arranged with the flange uppermost and the web vertical. Calculate the maximum tensile and compressive bending stresses. 110mm 4kN/m 10mm + 10mm 130mm 3m 10m 3m Fig Q6.3 [Ans: 653MPA, -367MPA]

Q5.3 Fig Q5.3 shows a beam simply supported at points 10m apart with an overhang of 3m at each end. It carries a uniformly distributed load of 4kN/m over its entire length. The beam is of T-section, and is arranged with the flange uppermost and the web vertical. Calculate the maximum tensile and compressive bending stresses. 110mm 4kN/m 10mm + 10mm 130mm 3m 10m 3m Fig Q6.3 [Ans: 653MPA, -367MPA]

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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Q5.3 Fig Q5.3 shows a beam simply supported at points 10m apart with an overhang of 3m at each end. It carries a uniformly distributed load of 4kN/m over its entire length. The beam is of T-section, and is arranged with the flange uppermost and the web vertical. Calculate the maximum tensile and compressive bending stresses. 110mm 4kN/m 10mm + 10mm 130mm 3m 10m 3m Fig Q6.3 [Ans: 653MPA, -367MPA]
Transcribed Image Text:Q5.3 Fig Q5.3 shows a beam simply supported at points 10m apart with an overhang of 3m at each end. It carries a uniformly distributed load of 4kN/m over its entire length. The beam is of T-section, and is arranged with the flange uppermost and the web vertical. Calculate the maximum tensile and compressive bending stresses. 110mm 4kN/m 10mm + 10mm 130mm 3m 10m 3m Fig Q6.3 [Ans: 653MPA, -367MPA]
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