*Heading
** Job name: Job-1 Model name: Model-1
*Preprint, echo=NO, model=NO, history=NO, contact=NO
**
** PARTS
**
*Part, name=Hyper_shell
*Node
*Element, type=S4
*Nset, nset=ALL_SET, generate
*Elset, elset=ALL_SET, generate
** Section: Shell_section
*Shell Section, elset=ALL_SET, material=Steel, section integration=GAUSS
0.08, 2
*End Part
**
**
** ASSEMBLY
**
*Assembly, name=Assembly
**
*Instance, name=Hyper_shell-1, part=Hyper_shell
*End Instance
**
*Nset, nset=BOUND_SET, instance=Hyper_shell-1, generate
*Elset, elset=BOUND_SET, instance=Hyper_shell-1, generate
*Nset, nset=LOAD_SET, instance=Hyper_shell-1, generate
*Elset, elset=LOAD_SET, instance=Hyper_shell-1, generate
*Elset, elset=_Surf-2_E1, internal, instance=Hyper_shell-1, generate
*Surface, type=ELEMENT, name=Surf-2
_Surf-2_E1, E1
*Elset, elset=_Surf-3_E1, internal, instance=Hyper_shell-1, generate
*Surface, type=ELEMENT, name=Surf-3
_Surf-3_E1, E1
*Elset, elset=_Surf-4_E3, internal, instance=Hyper_shell-1, generate
*Surface, type=ELEMENT, name=Surf-4
_Surf-4_E3, E3
*End Assembly
**
** MATERIALS
**
*Material, name=Steel
*Elastic
 2e+11, 0.33
** ----------------------------------------------------------------
**
** STEP: Step_load
**
*Step, name=Step_load, nlgeom=NO
*Static
1., 1., 1e-05, 1.
**
** BOUNDARY CONDITIONS
**
** Name: BOUND Type: Symmetry/Antisymmetry/Encastre
*Boundary
BOUND_SET, ENCASTRE
**
** LOADS
**
** Name: FORCE   Type: Shell edge load
*Dsload, follower=NO, constant resultant=YES
Surf-4, EDLD, 10000., 1., 0., 0.
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=0
**
** FIELD OUTPUT: F-Output-1
**
*Output, field
*Node Output
CF, RF, RM, RT, TF, U
*Element Output, directions=YES
LE, NFORC, PE, PEEQ, PEMAG, S
*Contact Output
CDISP, CSTRESS
**
** HISTORY OUTPUT: H-Output-1
**
*Output, history, variable=PRESELECT
*End Step