Determine the stiffness matrix for the bar element with end nodes and midlength node shown in Figure P3–13. Let axial displacement u = a1 + a2x + a3x2. (This is a higherorder element in that strain now varies linearly through the element.)
We need at least 10 more requests to produce the solution.
0 / 10 have requested this problem solution
The more requests, the faster the answer.