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(Solved): Determine the local stiffness matrix for all the members \( \mathrm{K} 1, \mathrm{~K} 2, \ ...
Determine the local stiffness matrix for all the members \( \mathrm{K} 1, \mathrm{~K} 2, \mathrm{~K} 3 \) and write the final matrix force displacement equation after writing global stiffness matrix.
Expert Answer
stiffness matrix for truss element is given: it has 2 degrees of freedom at each node. the stiffness matrix for each element, we must combine all