% MEAM 527 HW 4 - elemstiff.c 

% NOTE: THIS ELEMENT HAS NO EXTERNAL FORCES APPLIED TO IT!

% NOTE #2: ARBITRARY MATERIAL

% NOTE #3: WHY IS THE SOLUTION'S ke() ONLY 4x4, WHILE THE ITK ONE IS 8x8?!

<Node>
	0	% Global node number
	2 -1 -1	% Nodal coordinates
<Node>
	1	% Global node number
	2 1 -1	% Nodal coordinates
<Node>
	2	% Global node number
	2 1 1	% Nodal coordinates
<Node>
	3	% Global node number
	2 -1 1	% Nodal coordinates

<END>	% End of nodes

<MaterialLinearElasticity>
	0	% Global material number
	E  : 1	% Nodal coordinatesoung modulus
	A  : 0	% Crossection area
	I  : 0	% Moment of inertia
	nu : 0	% 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