For the truss shown in Figure P3-23, solve for the horizontal and vertical components of displacement at
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For the truss shown in Figure P3-23, solve for the horizontal and vertical components of displacement at node 1. Also determine the stress in element 1. Let A = 1in2, E = 10.0 × 106 psi, and L = 100 in.
Figure P3-23
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6,000 Ib - 60° 60°
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Related Book For
A First Course in the Finite Element Method
ISBN: 978-1305635111
6th edition
Authors: Daryl L. Logan
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