*Heading
 Static analysis of a beam structure
** Job name: door Model name: Model-1
*Preprint, echo=NO, model=NO, history=NO, contact=NO
**
** PARTS
**
*Part, name=door
*End Part
**  
**
** ASSEMBLY
**
*Assembly, name=Assembly
**  
*Instance, name=door-1, part=door
*Node
      1,         -0.5,         -1.5,           0.
      2,         -0.5,           0.,           0.
      3,          0.5,           0.,           0.
      4,          0.5,         -1.5,           0.
*Element, type=B31
1, 1, 2
2, 2, 3
3, 3, 4
*Nset, nset=_PickedSet2, internal, generate
 1,  4,  1
*Elset, elset=_PickedSet2, internal, generate
 1,  3,  1
*Nset, nset=_PickedSet6, internal
 1, 2
*Elset, elset=_PickedSet6, internal
 1,
*Nset, nset=_PickedSet7, internal
 2, 3
*Elset, elset=_PickedSet7, internal
 2,
*Nset, nset=_PickedSet8, internal
 3, 4
*Elset, elset=_PickedSet8, internal
 3,
*Nset, nset=_PickedSet9, internal
 1, 2
*Elset, elset=_PickedSet9, internal
 1,
*Nset, nset=_PickedSet10, internal
 2, 3
*Elset, elset=_PickedSet10, internal
 2,
*Nset, nset=_PickedSet11, internal
 3, 4
*Elset, elset=_PickedSet11, internal
 3,
*Orientation, name=Ori-1
          0.,           1.,           0.,           0.,           0.,           1.
1, 0.
** Region: (Sect-door:Picked), (Beam Orientation:Picked), (Material Orientation:Picked)
*Elset, elset=_I1, internal
 1,
** Section: Sect-door  Profile: Profile-box
*Beam General Section, elset=_I1, poisson = 0.3, density=7800., section=BOX
0.1, 0.05, 0.02, 0.022, 0.02, 0.022
0.,0.,-1.
 2.06e+11, 7.9e+10
*Orientation, name=Ori-2
          1.,           0.,           0.,           0.,           1.,           0.
1, 0.
** Region: (Sect-door:Picked), (Beam Orientation:Picked), (Material Orientation:Picked)
*Elset, elset=_I2, internal
 2,
** Section: Sect-door  Profile: Profile-box
*Beam General Section, elset=_I2, poisson = 0.3, density=7800., section=BOX
0.1, 0.05, 0.02, 0.022, 0.02, 0.022
0.,0.,-1.
 2.06e+11, 7.9e+10
*Orientation, name=Ori-3
          0.,           1.,           0.,           0.,           0.,           1.
1, 0.
** Region: (Sect-door:Picked), (Beam Orientation:Picked), (Material Orientation:Picked)
*Elset, elset=_I3, internal
 3,
** Section: Sect-door  Profile: Profile-box
*Beam General Section, elset=_I3, poisson = 0.3, density=7800., section=BOX
0.1, 0.05, 0.02, 0.022, 0.02, 0.022
0.,0.,1.
 2.06e+11, 7.9e+10
*End Instance
**  
*Nset, nset=_PickedSet4, internal, instance=door-1
 1,
*Nset, nset=_PickedSet5, internal, instance=door-1
 4,
*Nset, nset=_PickedSet7, internal, instance=door-1
 2,
*Nset, nset=_PickedSet15, internal, instance=door-1
 3,
*End Assembly
** 
** MATERIALS
** 
*Material, name=steel
*Elastic
 2.06e+11, 0.3
** ----------------------------------------------------------------
** 
** STEP: Apply-PF
** 
*Step, name=Apply-PF
Apply pressure and force on the beam
*Static
1., 1., 1e-05, 1.
** 
** BOUNDARY CONDITIONS
** 
** Name: BC-fixed-left Type: Displacement/Rotation
*Boundary
_PickedSet4, 1, 1
_PickedSet4, 2, 2
_PickedSet4, 3, 3
_PickedSet4, 4, 4
_PickedSet4, 5, 5
_PickedSet4, 6, 6
** Name: BC-fixed-right Type: Displacement/Rotation
*Boundary
_PickedSet5, 1, 1
_PickedSet5, 2, 2
_PickedSet5, 3, 3
_PickedSet5, 4, 4
_PickedSet5, 5, 5
_PickedSet5, 6, 6
** 
** LOADS
** 
** Name: Force-left   Type: Concentrated force
*Cload
_PickedSet7, 1, 2000.
_PickedSet7, 2, -5000.
** Name: Force-right   Type: Concentrated force
*Cload
_PickedSet15, 1, -3000.
_PickedSet15, 2, -2500.
** 
** 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
