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
%
% "Test of Bilinear Quadrilateral" from UCB online FEM course
% http://titan.colorado.edu/courses.d/IFEM.d/ (Chapter 23 p. 23-6)
% This is the trapezoidal geometry
% NOTE: THIS ELEMENT HAS NO EXTERNAL FORCES APPLIED TO IT!
%
<Node>
	0	% Global node number
	2 0 0	% Nodal coordinates
<Node>
	1	% Global node number
	2 2 0	% Nodal coordinates
<Node>
	2	% Global node number
	2 1 1	% Nodal coordinates
<Node>
	3	% Global node number
	2 0 1	% Nodal coordinates

<END>	% End of nodes

<MaterialLinearElasticity>
	0	% Global material number
	E  : 4206384	% Young modulus
	A  : 0	% Crossection area
	I  : 0	% Moment of inertia
	nu : 0.3333333333	% Poisson's ratio
	h  : 1
	RhoC : 1
	END:	% End of material definition

<END>	% End of materials

<Element2DC0LinearQuadrilateralStress>
	0	% Global element number
	0	% Node 1 ID
	1	% Node 2 ID
	2	% Node 3 ID
	3	% Node 4 ID
	0	% MaterialLinearElasticity ID

<END>	% End of elements


<END>	% End of loads
