Verify that the Airy stress function: e solves the problem of a cantilever beam loaded by uniform

Verify that the Airy stress function:

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e solves the problem of a cantilever beam loaded by uniform shear along its bottom edge as shown. Use pointwise boundary conditions on y = tc and only resultant effects at ends x = 0 and 1. Note, however, you should be able to show that ox vanishes at x = l. 1 C = ( xy + 02 ly ly xy xy + -XW) C y S X