For the bar assemblages shown in Figures P3-2 through P3-11, determine the nodal displacements, the forces in each element, and the reactions. Use the direct stiffness method for these problems.
E=210GPa A=3\times 10^(-4)m^(2)
ure P3-11

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For the bar assemblages shown in Figures P3-2 through P3-11, determine the nodal displacements, the forces in each element, and the reactions. Use the direct stiffness method for these problems.

E=210GPa
A=3\times 10^(-4)m^(2)

ure P3-11

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