For the rigid frame shown in Figure nodes, the clement forces, and the reactions. The values of É, A and I to be used are listed next to cach figure. ! determine the displacements and rotations of the 3 m E = 210 GPa A - 8 x 10 m² 1 = 1.2 x 10-“ m 100 kN 6 m
For the rigid frame shown in Figure nodes, the clement forces, and the reactions. The values of É, A and I to be used are listed next to cach figure. ! determine the displacements and rotations of the 3 m E = 210 GPa A - 8 x 10 m² 1 = 1.2 x 10-“ m 100 kN 6 m
Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter3: The Structure Of Real Materials
Section: Chapter Questions
Problem 22CQ
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Transcribed Image Text:Dont Copy from chegg need step wise step and correct answers only Use Finite Elemental method manual calculations
determine the displacements and rotations of the
For the rigid frame shown in Figur
nodes, the clement forces, and the reactions. The valucs of É, A and I to be used are listed
next to cach figure.
3 m
E = 210 GPa
A - 8 x 10- m
1 = 1.2 x 10-“ m*
100 kN
6 m
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