For the bar assemblages shown in Figure P3-3, determine the nodal displacements, the forces in each element, and the reactions. Use the direct stiffness method for the problem. 16,000 lb 2 E - 30 x 10 psi A = 2.0 in? 20 in. 50 in. Figure P3-3
For the bar assemblages shown in Figure P3-3, determine the nodal displacements, the forces in each element, and the reactions. Use the direct stiffness method for the problem. 16,000 lb 2 E - 30 x 10 psi A = 2.0 in? 20 in. 50 in. Figure P3-3
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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
Transcribed Image Text:For the bar assemblages shown in Figure P3-3,
determine the nodal displacements, the forces in
each element, and the reactions. Use the direct
stiffness method for the problem.
16,000 Ib
2
E - 30 x 10 psi
A = 2.0 in?
20 in.
50 in.
Figure P3-3
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