*Heading
Truss problem as discussed in class
**
*Node
1, 0, 10
2, 10, 10
3, 0, 0
4, 10, 0
**
*Nset, nset=n1
1
*Nset, nset=n3
3
*Nset, nset=nload
2, 4
*Nset, nset=nall, generate
1,4,1
**
*Element, type=T2D2, elset=elall
1, 1, 2
2, 1, 4
3, 3, 2
4, 3, 1
5, 4, 2
6, 3, 4
**
*Solid Section, elset=elall, material=steel
1
*Material, name=steel
*Elastic
200e+9, 0.3
**
*Boundary
n1, 1, 2, 0.0
n3, 1, 1, 0.0
**
*Step
**
*Static
0.2, 1., 1e-05, 0.2
**
*Cload
nload, 1, 1e+06
nload, 2, 2e+06
n3, 2, 1.5e+06
**
*Output, field
*element output, elset=elall
s,e
*El Print, elset=elall
s,e
*Node Print, nset=nall
u
**
*End Step