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- ObjectType = Scene
- NDims = 2
- NObjects = 1
- ObjectType = FEMObject
- NDims = 2
- BinaryData = False
- TransformMatrix = 1 0 0 1
- Offset = 0 0
- CenterOfRotation = 0 0
- ElementSpacing = 1 1
- ElementDataFile = LOCAL
- <Node>
- 0 % Global node number
- 2 0 0 % Nodal coordinates
- <Node>
- 1 % Global node number
- 2 0 -12 % Nodal coordinates
- <Node>
- 2 % Global node number
- 2 0 -24 % Nodal coordinates
- <END> % End of nodes
- <MaterialLinearElasticity>
- 0 % Global material number
- E : 30000000 % Young modulus
- A : 5.25 % Crossection area
- I : 0 % Moment of inertia
- nu : 0.3 % Poisson's ratio
- h : 1
- RhoC : 1
- END: % End of material definition
- <MaterialLinearElasticity>
- 1 % Global material number
- E : 30000000 % Young modulus
- A : 3.75 % Crossection area
- I : 0 % Moment of inertia
- nu : 0.3 % Poisson's ratio
- h : 1
- RhoC : 1
- END: % End of material definition
- <END> % End of materials
- <Element2DC0LinearLineStress>
- 0 % Global element number
- 0 % Node 1 ID
- 1 % Node 2 ID
- 0 % MaterialLinearElasticity ID
-
- <Element2DC0LinearLineStress>
- 1 % Global element number
- 1 % Node 1 ID
- 2 % Node 2 ID
- 1 % MaterialLinearElasticity ID
- <END> % End of elements
- <LoadGravConst>
- 0 % Global load number
- 1 % Number of elements on which the load acts
- 0 % GN of the element on which the load acts
- 2 0 -17.8668 % Force vector
- <LoadGravConst>
- 1 % Global load number
- 1 % Number of elements on which the load acts
- 1 % GN of the element on which the load acts
- 2 0 -12.762 % Force vector
- <LoadNode>
- 2 % Global load number
- 0 % GN of element on which the load acts
- 1
- 2 0 -100 % Force vector (first number is the size of a vector)
- <LoadBC>
- 3 % Global load number
- 0 % GN of element
- 0 % DOF# in element
- 1 0 % rhs of MFC
- <LoadBC>
- 4 % Global load number
- 0 % GN of element
- 1 % DOF# in element
- 1 0 % rhs of MFC
- <END> % End of loads
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