*Heading
** Job name: Job-1 Model name: Model-1
** Generated by: Abaqus/CAE Student Edition 6.10-2
*Preprint, echo=NO, model=NO, history=NO, contact=NO
**
** PARTS
**
*Part, name=Part-1
*End Part
**
**
** ASSEMBLY
**
*Assembly, name=Assembly
**
*Instance, name=Part-1-1, part=Part-1
*Node
*Element, type=T2D3
*Nset, nset=_PickedSet2, internal, generate
*Elset, elset=_PickedSet2, internal, generate
** Section: Section-1
*Solid Section, elset=_PickedSet2, material=Material-1
63.6173,
*End Instance
**
*Nset, nset=_PickedSet6, internal, instance=Part-1-1
*Nset, nset=_PickedSet7, internal, instance=Part-1-1
*End Assembly
**
** MATERIALS
**
*Material, name=Material-1
*Elastic
200000., 0.3
** ----------------------------------------------------------------
**
** STEP: Step-1
**
*Step, name=Step-1
*Static
1., 1., 1e-05, 1.
**
** BOUNDARY CONDITIONS
**
** Name: BC-1 Type: Symmetry/Antisymmetry/Encastre
*Boundary
_PickedSet7, ENCASTRE
**
** LOADS
**
** Name: Load-1   Type: Concentrated force
*Cload
_PickedSet6, 1, 100000.
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=0
**
** FIELD OUTPUT: F-Output-1
**
*Output, field, variable=PRESELECT
**
** HISTORY OUTPUT: H-Output-1
**
*Output, history, variable=PRESELECT
*End Step