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1. The cantilever beam-like structure shown below is modeled using a 2 x 10 mesh of rectangular four-node plane stress elements of equal size. Do the following and compare with the beam theory solution. (a) Construct the element matrix numerically using the 2x2 point rule.
(b) Plot vertical displacement along the line.
(c) Plot stress values at the element centroids.
The integration of strain over the depth is settlement. The method of producing the settlement is non-recoverable when the intensity of stress is removed. Hence, a permanent reduc
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