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For the beam shown below, solve for all the unknown DOFs, and the reaction force at node B only. (Note: feel free to use
For the beam shown below, solve for all the unknown DOFs, and the reaction force at node B only. (Note: feel free to use your calculator or Matlab to solve the 3x3 system; you do not need to used Cramer's rule or Gaussian Elimination). 100 KN A | 10 KN m 12 m I TIB 6 m 21 C E = 200 GPa I = 700 x 10-6 m
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A First Course in the Finite Element Method
Authors: Daryl L. Logan
6th edition
1305635116, 978-1305887176, 1305887174, 978-1305635111
