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Use the minimum number of Euler-Bernoulli beam finite elements to analyze the beam problems shown in Figs. P5.7-P5.23. In particular, give: (a) the assembled stiffness
Use the minimum number of Euler-Bernoulli beam finite elements to analyze the beam problems shown in Figs. P5.7-P5.23. In particular, give: (a) the assembled stiffness matrix and force vector; (b) the specified global displacements and forces, and the equilibrium conditions; (c) the condensed matrix equations for the unknown generalized displacements and unknown generalized forces separately
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Applied Physics
Authors: Dale ewen, Neill schurter, P. erik gundersen
10th Edition
978-0136116332, 136116337, 9780132830096, 978-0132109277
