For the plane trusses supported by the spring at node 1 in Figure P3-33 (a) and (b), 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.

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Chapter10: Plate Girders
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Problem 10.7.9P
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For the plane trusses supported by the spring at
node 1 in Figure P3-33 (a) and (b), 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.
5 m
100 kN
10 m
A- 2000 AN/m
Figure P3-33(a)
100 kN
5m
5m
60
60
k= 4000 N/m
Figure P3-33(b)
Transcribed Image Text:For the plane trusses supported by the spring at node 1 in Figure P3-33 (a) and (b), 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. 5 m 100 kN 10 m A- 2000 AN/m Figure P3-33(a) 100 kN 5m 5m 60 60 k= 4000 N/m Figure P3-33(b)
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