ITKData/Objects/CID/bafkreidh27czlsr6dhfle4brtvursfqhgqdvd5qzxmosamzlizyiy64r7a

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 object number
	2 0 0	% Node coordinates
<Node>
	1	% Global object number
	2 1500 0	% Node coordinates
<Node>
	2	% Global object number
	2 3000 0	% Node coordinates
<Node>
	3	% Global object number
	2 3000 3000	% Node coordinates
<Node>
	4	% Global object number
	2 0 4500	% Node coordinates

<END>  % End of nodes

<MaterialLinearElasticity>
	0	% Global object number
	E  : 2e+011	% Young modulus
	A  : 2000	% Beam crossection area
	I  : 1	% Moment of inertia
	nu : 0.3	% Poisson's ratio
	h : 1	% Plate thickness
	RhoC : 1	% Density times capacity
	END:	% End of material definition
<MaterialLinearElasticity>
	1	% Global object number
	E  : 200000	% Young modulus
	A  : 1200	% Beam crossection area
	I  : 1	% Moment of inertia
	nu : 0.3	% Poisson's ratio
	h : 1	% Plate thickness
	RhoC : 1	% Density times capacity
	END:	% End of material definition
<MaterialLinearElasticity>
	2	% Global object number
	E  : 70000	% Young modulus
	A  : 900	% Beam crossection area
	I  : 1	% Moment of inertia
	nu : 0.3	% Poisson's ratio
	h : 1	% Plate thickness
	RhoC : 1	% Density times capacity
	END:	% End of material definition

<END>  % End of materials

<Element2DC0LinearLineStress>
	0	% Global object number
	0	% Node #1 ID
	1	% Node #2 ID
	0	% MaterialLinearElasticity ID
<Element2DC0LinearLineStress>
	1	% Global object number
	1	% Node #1 ID
	2	% Node #2 ID
	0	% MaterialLinearElasticity ID
<Element2DC0LinearLineStress>
	2	% Global object number
	1	% Node #1 ID
	3	% Node #2 ID
	2	% MaterialLinearElasticity ID
<Element2DC0LinearLineStress>
	3	% Global object number
	0	% Node #1 ID
	4	% Node #2 ID
	1	% MaterialLinearElasticity ID

<END>  % End of elements

<LoadBC>
	0	% Global object number
	2	% GN of element
	2	% DOF# in element
	1 0	% value of the fixed DOF
<LoadBC>
	1	% Global object number
	2	% GN of element
	3	% DOF# in element
	1 0	% value of the fixed DOF
<LoadBC>
	2	% Global object number
	3	% GN of element
	2	% DOF# in element
	1 0	% value of the fixed DOF
<LoadBC>
	3	% Global object number
	3	% GN of element
	3	% DOF# in element
	1 0	% value of the fixed DOF
<LoadNode>
	4	% Global object number
	1	% GN of element on which the load acts
	0 	% Point number within the element
	2 0 30000	% Force vector (first number is the size of a vector)
<LoadBCMFC>
	5	% Global object number
	2	% Number of DOFs in this MFC
	  %==>
	  0	% GN of element
	  1	% DOF# in element
	  1	% weight
	  %==>
	  1	% GN of element
	  3	% DOF# in element
	  -1	% weight
	  %==>
	1 0	% rhs of MFC