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% Bickford p. 250-252
% NOTE: THERE ARE NO EXTERNAL LOADS IN THIS EXAMPLE! (Some might have been
% added later)
% NOTE #2: THE MATERIAL PROPERTY IS ARBITRARY, AND NOT SPECIFIED IN THE TEXT!
% (One is added here for completeness)
<Node>
0 % Global node number
2 0 0 % Nodal coordinates
<Node>
1 % Global node number
2 1 0 % Nodal coordinates
<Node>
2 % Global node number
2 1 2 % Nodal coordinates
<Node>
3 % Global node number
2 0 2 % Nodal coordinates
<END> % End of nodes
<MaterialLinearElasticity>
0 % Global material number
E : 30000000 % Young modulus
A : 0 % 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
<Element2DC0LinearTriangularStress>
0 % Global element number
0 % Node 1 ID
1 % Node 2 ID
2 % Node 3 ID
0 % MaterialLinearElasticity ID
<Element2DC0LinearTriangularStress>
1 % Global element number
0 % Node 1 ID
2 % Node 2 ID
3 % Node 3 ID
0 % MaterialLinearElasticity ID
<END> % End of elements
<LoadNode>
0 % Global load number
1 % GN of the element on which the load acts
2 % Point number within the element
2 0 -1000 % 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
1 % GN of element
0 % DOF# in element
1 0 % rhs of MFC
<LoadBC>
4 % Global load number
1 % GN of element
1 % DOF# in element
1 0 % rhs of MFC
<END> % End of loads
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