3. For the bar assemblages shown in figure, determine the nodal displacements, the forces in each element, and the reactions. Use the direct stiffness method for these problems. mimin O 30 in. 5000 tb 10,000 lb 3 30 in. 30 in. E = 30 x 10 psi A = 4.0 in

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.3.5P: A vertical bar is loaded with axial loads at points B, C, and D. as shown in the figure. The bar is...
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3. For the bar assemblages shown in figure, determine the nodal displacements, the forces in each
element, and the reactions. Use the direct stiffness method for these problems.
O
30 in.
2 5000 lb 10,000 lb 3
30 in.
30 in.
E 30 x 10 psi
A = 4.0 in
Transcribed Image Text:3. For the bar assemblages shown in figure, determine the nodal displacements, the forces in each element, and the reactions. Use the direct stiffness method for these problems. O 30 in. 2 5000 lb 10,000 lb 3 30 in. 30 in. E 30 x 10 psi A = 4.0 in
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