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For the plane trusses supported by the spring at node 1 determine the nodal displacements and the stresses in each element. Let E = 210 GPa and A = 5.0 x 10-4 m2 for both truss elements. %3D 5 m 50 kN 45 10 m k = 2000 kN/m

For the plane trusses supported by the spring at node 1 determine the nodal displacements and the stresses in each element. Let E = 210 GPa and A = 5.0 x 10-4 m2 for both truss elements. %3D 5 m 50 kN 45 10 m k = 2000 kN/m

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For the plane trusses supported by the spring at node 1 determine the nodal displacements and the stresses in each element. Let E = 210 GPa and A = 5.0 x 10- m2 for both truss elements. %3D %3D 5 m 50 kN 45° 10 m k = 2000 kN/m
Transcribed Image Text:For the plane trusses supported by the spring at node 1 determine the nodal displacements and the stresses in each element. Let E = 210 GPa and A = 5.0 x 10- m2 for both truss elements. %3D %3D 5 m 50 kN 45° 10 m k = 2000 kN/m
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