1. For the grid shown in Figure P5–48, determine the nodal
displacements and the local element forces. Let E = 30
10
6
psi, G = 12
10
6
psi, I = 200 in.
4
,
and J = 100 in.
4
for both elements.
2.
For the grids shown in Figures P5–50 and P5–51,
determine the nodal displacements and the local element forces. Let E = 210
GPa, G = 84 GPa, I =2
10
-4
m
4
,
J = 1
10
-4
m
4
, and A
= 1
10
2
m
2
.
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