Questions to be coded for a 2D frame;
Operations in 2D frame code:
1. lengths, properties, members, nodes, area, moment of inertia, will be defined.
2. node loads
3. dof Numbering the degrees of freedom (and ndof, nfree, constraints
4. Element stiffness matrix [k] will be defined as 6 * 6 matrix
5. Transformation matrix [T], transposition of the transformation matrix [T] ^ T (both will be defined as a 6 * 6 matrix.)
6. Then create the global stiffness matrix [K] as a 6 * 6 matrix.
7. Then the system stiffness matrix will be created as [S] ([K1] + [K2] + [K3]) 12 * 12 matrix.
8. load, displacement, rotation will be coding (goal: find the load, displacement, and rotation).
I have code ready for this..that too for 3D structures as well..Any time u ask for the demo and i will give
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