Рет қаралды 47
This FEA 2D SOLVER example shows how to solve a frame problem with a distributed load and a hinge joint.
0:25 Entering nodal information
1:11 Entering line element information (no hinge)
2:57 Entering constraints
3:46 Entering the distributed load
6:41 Running FEA 2D SOLVER for the case with a continuous beam (no hinge joint)
7:52 Altering the Excel input file to account for the hinge joint at node 5
9:36 Running FEA 2D SOLVER for the case with a hinge joint and reviewing results