Determine the tip deflection of a beam with linear varying width b(x), constant height h, length L, and elastic modulus E due to tip load P. Write the answer in terms of the maximum width bL = b(L). Also determine the normal stress as a function of x. On the same axes, plot this normal stress, as well as the normal stress in a cantilever of the same length with a constant width bL /2. Both beams have the same volume of material-which can carry a higher load P?
