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