Solve Ex. 413, modeling Fig. 414b with 2-D elements of 2-in thickness. Since this example uses symmetry,

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Solve Ex. 4–13, modeling Fig. 4–14b with 2-D elements of 2-in thickness. Since this example uses symmetry, be careful to constrain the boundary conditions of the bottom horizontal surface appropriately.

1000 lbf (b)


Data from 4-13

A rectangular steel bar supports the two overhanging loads shown in the figure. Using superposition, find the deflection at the ends and at the center.

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Shigley's Mechanical Engineering Design

ISBN: 9780073398204

10th Edition

Authors: Richard Budynas, Keith Nisbett

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