*Heading
** Job name: Timoshenko_Frame Model name: Model-1
** Generated by: Abaqus/CAE 6.13-4
*Preprint, echo=NO, model=NO, history=NO, contact=NO
**
** PARTS
**
*Part, name=Frame
*End Part
**
**
** ASSEMBLY
**
*Assembly, name=Assembly
**
*Instance, name=Frame-1, part=Frame
*Node
*Element, type=B21
*Nset, nset=Set-1
*Elset, elset=Set-1
*Nset, nset=Set-2
*Elset, elset=Set-2
*Nset, nset=Set-3
*Elset, elset=Set-3
*Nset, nset=Set-4
*Elset, elset=Set-4
*Nset, nset=Set-5
*Elset, elset=Set-5
*Nset, nset=Set-6
*Elset, elset=Set-6
** Section: Section_Beam  Profile: Profile-beam
*Beam Section, elset=Set-1, material=Material-1, temperature=GRADIENTS, section=I
0.15, 0.3, 0.13, 0.13, 0.01, 0.01, 0.007
0.,0.,-1.
** Section: Section-Column  Profile: Profile-column
*Beam Section, elset=Set-2, material=Material-1, temperature=GRADIENTS, section=I
0.2, 0.4, 0.16, 0.16, 0.015, 0.015, 0.01
0.,0.,-1.
*End Instance
**
*Nset, nset=Set-5, instance=Frame-1
*Nset, nset=Set-6, instance=Frame-1
*End Assembly
**
** MATERIALS
**
*Material, name=Material-1
*Elastic
 2e+08, 0.3
** ----------------------------------------------------------------
**
** STEP: Step-1
**
*Step, name=Step-1, nlgeom=NO
*Static
1., 1., 1e-05, 1.
**
** BOUNDARY CONDITIONS
**
** Name: BC-1 Type: Symmetry/Antisymmetry/Encastre
*Boundary
Set-6, ENCASTRE
**
** LOADS
**
** Name: Load-1   Type: Concentrated force
*Cload
Set-5, 1, 200.
**
** 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