Question: Problem No . 2 Consider the shown indeterminate truss under a force ( mathrm { P } = 1 0 mathrm {

Problem No.2
Consider the shown indeterminate truss under a force \(\mathrm{P}=10\mathrm{kN}\), with all members having \(\mathrm{E}=200\mathrm{GPA}\),\(\mathrm{A}=1\mathrm{~cm}^{2}\). Use the finite element method, WITH APPROPRIATE SYMMETRY CONDITIONS, to detrmine the displacements and member forces.
Hint: You may use a computer or a calclator to invert the resulting reduced stiffness matrix.
Problem No . 2 Consider the shown indeterminate

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