*Heading
** Job name: BEAM_STD_INTER Model name: Model-1
*Preprint, echo=NO, model=NO, history=NO, contact=NO
**
** PARTS
**
*Part, name=BEAM_INTER
*Node
*Element, type=B31
*Nset, nset=ALL_SET, generate
*Elset, elset=ALL_SET, generate
** Section: BEAM_SECTION  Profile: Profile-1
*Beam General Section, elset=ALL_SET, poisson = 0.33, section=GENERAL
0.01, 8.33e-06, 0., 8.33e-06, 1.406e-05
0.,1.,1.
 2e+11, 7.5188e+10
*Transverse Shear
*End Part
**
**
** ASSEMBLY
**
*Assembly, name=Assembly
**
*Instance, name=BEAM_INTER-1, part=BEAM_INTER
*End Instance
**
*Nset, nset=BOUND_SET, instance=BEAM_INTER-1
*Nset, nset=LOAD_SET, instance=BEAM_INTER-1
*End Assembly
**
** BOUNDARY CONDITIONS
**
** Name: BOUND Type: Symmetry/Antisymmetry/Encastre
*Boundary
BOUND_SET, ENCASTRE
** ----------------------------------------------------------------
**
** STEP: Step_2
**
*Step, name=Step_2, nlgeom=NO
*Static
1., 1., 1e-05, 1.
**
** LOADS
**
** Name: FORCE_LOAD   Type: Concentrated force
*Cload, op=NEW
LOAD_SET, 1, 10000.
LOAD_SET, 2, 20000.
LOAD_SET, 3, 30000.
** Name: MOMENT_LOAD   Type: Moment
*Cload, op=NEW
LOAD_SET, 4, 5000.
LOAD_SET, 5, 10000.
LOAD_SET, 6, 15000.
**
** 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