ObjectType = Scene
NDims = 3
NObjects = 1
ObjectType = FEMObject
NDims = 3
BinaryData = False
Offset = 0 0 0
CenterOfRotation = 0 0 0
ElementSpacing = 1 1 1
ElementDataFile = LOCAL
<Node>
	0	% Global object number
	3 0 0 0	% Nodal coordinates
<Node>
	1	% Global object number
	3 1 0 0	% Nodal coordinates
<Node>
	2	% Global object number
	3 1 1 0	% Nodal coordinates
<Node>
	3	% Global object number
	3 0 1 0	% Nodal coordinates
<Node>
	4	% Global object number
	3 0 0 1	% Nodal coordinates
<Node>
	5	% Global object number
	3 1 0 1	% Nodal coordinates
<Node>
	6	% Global object number
	3 1 1 1	% Nodal coordinates
<Node>
	7	% Global object number
	3 0 1 1	% Nodal coordinates

<END>	% End of nodes


<MaterialLinearElasticity>
	0	% Global material number
	E: 30000000	% E
	A: 0	% A
	I: 0	% I
	nu: 0.3	% nu
	h: 1
	RhoC: 1
	END:	% End of material definition

<END>	% End of materials


<Element3DC0LinearHexahedronStrain>
	0	% Global object number
	0	% Node 1 ID
	1	% Node 2 ID
	2	% Node 3 ID
	3	% Node 4 ID
	4	% Node 5 ID
	5	% Node 6 ID
	6	% Node 7 ID
	7	% Node 8 ID
	0	% Material ID
<END>	% End of elements


<LoadNode>
	0	% Global load number
	0	% GN of the element on which the load acts
	4	% Point number within the element
	3 10000 0 0	% Force vector
<LoadNode>
	1	% Global load number
	0	% GN of the element on which the load acts
	5	% Point number within the element
	3 10000 0 0	% Force vector
<LoadNode>
	2	% Global load number
	0	% GN of the element on which the load acts
	6	% Point number within the element
	3 10000 0 0	% Force vector
<LoadNode>
	3	% Global load number
	0	% GN of the element on which the load acts
	7	% Point number within the element
	3 10000 0 0	% Force vector	
% Essential boundary conditions in form of MFCs are applyed, so that
% the system is fixed and we can solve for displacements. In book the
% MFCs are different than these here.
<LoadBC>
	4	% Global load number
	  0	% GN of element
	  0	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	5	% Global load number
	  0	% GN of element
	  1	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	6	% Global load number
	  0	% GN of element
	  2	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	7	% Global load number
	  0	% GN of element
	  3	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	8	% Global load number
	  0	% GN of element
	  4	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	9	% Global load number
	  0	% GN of element
	  5	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	10	% Global load number
	  0	% GN of element 
	  6	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	11	% Global load number
	  0	% GN of element 
	  7	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	12	% Global load number
	  0	% GN of element 
	  8	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	13	% Global load number
	  0	% GN of element 
	  9	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	14	% Global load number
	  0	% GN of element 
	  10	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	15	% Global load number
	  0	% GN of element 
	  11	% DOF# in element
	1 0	% rhs of MFC	
<END>	% End of loads