📄 testa_pbar3.dat
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Four bars in series; applied loads and displ's. Same as testa but using equivalent bars.
nodes - nnodes ndim; nodeID x-coord
9 1
1 1.0
2 2.0
3 3.0
4 4.0
5 5.0
6 1.5
7 2.5
8 3.5
9 4.5
elements - nelem; elemID type propID nodes....
4
1 pBar3 1 1 6 2
2 pBar3 2 2 7 3
3 pBar3 3 3 8 4
4 pBar3 4 4 9 5
properties - nprop; propID type E A C bf_fun
4
1 MatpBar 25 1 0 0
2 MatpBar 20 1 0 0
3 MatpBar 40 1 0 0
4 MatpBar 10 1 0 0
constraints - nconstr; constrID nodeID dof value
2
1 2 1 0.2
2 5 1 0.0
loads - nload; loadID nodeID dof value
3
1 1 1 2
2 3 1 -3
3 4 1 -1
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