For the beams shown in Figures P4-42 through P4-44, with internal hinge, determine the deflection at the
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For the beams shown in Figures P4-42 through P4-44, with internal hinge, determine the deflection at the hinge. Let E = 210 GPa and I = 2 × 10-4 m4.
Figure P4-42
Figure P4-43
Figure P4-44
Transcribed Image Text:
P = 5 KN Hinge 2 m 2 m P- 5 kN Hinge 2 m 2 m-
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Assume the hinge as a part of the first element Therefore stiffness matrix for elemen...View the full answer
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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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