For the plane trusses with inclined supports shown in Figure P3-51, solve for the nodal displacements and element stresses in the bars. Let A = 2 in2 , E = 30 106 psi, and L = 30 in. for each truss. 3 2000 lb L. 45° 45° L. Figure P3-51

Mechanics of Materials (MindTap Course List)
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ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
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Chapter7: Analysis Of Stress And Strain
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For the plane trusses with inclined supports shown in
Figure P3-51, solve for the nodal displacements and
element stresses in the bars. Let A = 2 in2, E = 30
106 psi, and L = 30 in. for each truss.
mmm.
W3
2000 Ib
45°
45°
1.
L
Figure P3-51
Transcribed Image Text:For the plane trusses with inclined supports shown in Figure P3-51, solve for the nodal displacements and element stresses in the bars. Let A = 2 in2, E = 30 106 psi, and L = 30 in. for each truss. mmm. W3 2000 Ib 45° 45° 1. L Figure P3-51
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