NAME OF INPUT FILE: FEM03INPUT.D
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  PROPERTY OF DOMAIN:
    EXX = 1.
    EXY = 0.
    EYY = 1.
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  TYPE OF ELEMENT:
    NUMBER OF NODES AT EACH ELEMENT = 3
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  DISCRETIZATION OF DOMAIN INTO ELEMENTS:
    NUMBER OF ELEMENTS(NE) = 8
          ELEMENT NO   (1)  (2)  (3)  (
                   1    1    2    5
                   2    1    5    4
                   3    2    3    5
                   4    3    6    5
                   5    4    5    7
                   6    5    8    7
                   7    5    6    9
                   8    5    9    8
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  COORDINATES OF NODAL POINTS:
    NUMBER OF NODAL POINTS(NNODE) = 9
    (I=NODAL POINT, X & Y = X- & Y-COORDINATES)
    (I,X,Y)= 1 0. 0.
    (I,X,Y)= 2 1. 0.
    (I,X,Y)= 3 2. 0.
    (I,X,Y)= 4 0. 1.
    (I,X,Y)= 5 1. 1.
    (I,X,Y)= 6 2. 1.
    (I,X,Y)= 7 0. 2.
    (I,X,Y)= 8 1. 2.
    (I,X,Y)= 9 2. 2.
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  BOUNDARY CONDITIONS:
   NUMBER OF BOUNDARY NODES = 7
   (I=NODAL POINT, T=B.C. B=B.V.)
   (DIRICHLET IF B.C.=1, NUEMANN IF B.C.=2)
   (I,T,B)= 1 1 0.
   (I,T,B)= 7 1 0.
   (I,T,B)= 2 1 0.
   (I,T,B)= 8 1 0.7071067811865475
   (I,T,B)= 3 1 0.
   (I,T,B)= 9 1 1.
   (I,T,B)= 4 1 0.
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  RESULTS:
    UNKNOWN VALUES AT NODEL POINTS
    (I=NODAL POINTS, U=UNKNOWN VALUE)
    (I,U)= 1 0.
    (I,U)= 2 0.
    (I,U)= 3 0.
    (I,U)= 4 0.
    (I,U)= 5 0.27345908033901356
    (I,U)= 6 0.3867295401695068
    (I,U)= 7 0.
    (I,U)= 8 0.7071067811865475
    (I,U)= 9 1.