<Node>
	0	% GNN
	3 0 0 0	% Z
<Node>
	1	% GNN
	3 0 0 1	% Z
<Node>
	2	% GNN
	3 1 0 1	% Z
<Node>
	3	% GNN
	3 1 0 0	% Z
<Node>
	4	% GNN
	3 0 1 0	% Z
<Node>
	5	% GNN
	3 0 1 1	% Z
<Node>
	6	% GNN
	3 1 1 1	% Z
<Node>
	7	% GNN
	3 1 1 0	% Z

<END>	% End of nodes

<MaterialLinearElasticity>
	0	% Global material number
	E: 30000000	% E
	A: 0	% A
	I: 0	% I
	nu: 0.29	% nu
	h: 1
	RhoC: 1
	END:	% End of material definition

<END>	% End of materials

<Element3DC0LinearHexahedronStrain>
	0	% Global element 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	% MaterialLinearElasticity ID

<END>	% End of elements

<LoadGravConst>
	0	% Global object number
	-1	% Load acts on all elements
	3	% Size of the gravity force vector
	0 10 0	% Gravity force vector
<LoadBC>
	1	% Global load number
	  0	% GN of element
	  0	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	2	% Global load number
	  0	% GN of element
	  1	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	3	% Global load number
	  0	% GN of element
	  2	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	1	% Global load number
	  0	% GN of element
	  3	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	2	% Global load number
	  0	% GN of element
	  4	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	3	% Global load number
	  0	% GN of element
	  5	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	1	% Global load number
	  0	% GN of element
	  6	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	2	% Global load number
	  0	% GN of element
	  7	% DOF# in element
	1 0	% rhs of MFC
<LoadBC>
	3	% Global load number
	  0	% GN of element
	  8	% DOF# in element
	1 0	% rhs of MFC

<END>	% End of loads

