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Question

Consider an elastic straight beam of length L=10π m, with square cross - section of side a = 5 mm, and Young's modulus E = 200 GPa. This straight beam was bent in such a way that the two ends meet, to form a circle for mean radius R. Assuming that Euler - Bernoulli beam theory is applicable to this bending problem, the maximum tensile bending stress developed in the bent beam is MPa


  1. 100

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Solution

The correct option is A 100

L=10πm
a = 5 mm
E = 200 GPa
Perimeter of bent up beam = Length of straight beam
2πR=10π
R=5m
We know that,
MI=σy=ER
σy=ER
σmax=ERymax=200×103×2.5×1035=100MPa


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