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Consider the Euler - Bernoulli beam model. Derive the distribution of the verti - cal normal stress y ( x , y ) in an
Consider the EulerBernoulli beam model. Derive the distribution of the verti
cal normal stress in an arbitrary longitudinal position and the cross
section is uniform rectangular one. The load is acting on the top of the
beam. Are the stress boundary conditions satisfied at the top and bottom of
the beam? Draw the distribution of as a function of coordinate.
Hint. See the example in the lecture notes.
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