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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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