For the plane trusses with inclined supports shown in Figure P3-49, 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. %3D 2000 lb Figure P3-49 45° L. 2. 3.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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For the plane trusses with inclined supports shown in
Figure P3-49, 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.
%3D
2000 lb
L.
Figure P3-49
45°
L.
2.
3.
Transcribed Image Text:For the plane trusses with inclined supports shown in Figure P3-49, 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. %3D 2000 lb L. Figure P3-49 45° L. 2. 3.
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