98) When a rectangular beam is loaded transversely, the maximum tensile stress is developed on the

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top layer

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in the theory of simple bending, the assumption is that the plane sections before bending remains plane after bending

in a beam subjected to bending moment, the strain is directly proportional to the distance from the neutral axis.

at the neutral axis of a beam, the bending stress is maximum.

the bending stress in a beam is inversely proportional to the section modulus.

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