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
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=200×103×2.5×10−35=100MPa