📄 p46.res
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Global coordinates
Node 1 0.0000E+00 0.0000E+00
Node 2 0.0000E+00 0.3000E+01
Node 3 0.0000E+00 0.6000E+01
Node 4 0.3000E+01 0.6000E+01
Node 5 0.6000E+01 0.6000E+01
Node 6 0.6000E+01 0.4500E+01
Node 7 0.6000E+01 0.3000E+01
Global node numbers
Element 1 1 2
Element 2 2 3
Element 3 3 4
Element 4 4 5
Element 5 5 6
Element 6 6 7
There are 16 equations and the half-bandwidth is 5
Load factor 0.3000E+01
The nodal displacements are:
3 0.2520E-01 -0.1780E-02 -0.1860E-02
5 0.2520E-01 -0.9099E-03 -0.4433E-02
The determinant is 0.5532E+38
Converged in 4 iterations
Load factor 0.4000E+01
The nodal displacements are:
3 0.4118E-01 -0.2368E-02 -0.3062E-02
5 0.4117E-01 -0.1216E-02 -0.7232E-02
The determinant is 0.2624E+38
Converged in 4 iterations
Load factor 0.4500E+01
The nodal displacements are:
3 0.5578E-01 -0.2657E-02 -0.4172E-02
5 0.5577E-01 -0.1372E-02 -0.9785E-02
The determinant is 0.1362E+38
Converged in 4 iterations
Load factor 0.4700E+01
The nodal displacements are:
3 0.6454E-01 -0.2770E-02 -0.4842E-02
5 0.6453E-01 -0.1435E-02 -0.1132E-01
The determinant is 0.8890E+37
Converged in 4 iterations
Load factor 0.4800E+01
The nodal displacements are:
3 0.7039E-01 -0.2826E-02 -0.5290E-02
5 0.7038E-01 -0.1467E-02 -0.1234E-01
The determinant is 0.6587E+37
Converged in 4 iterations
Load factor 0.4900E+01
The nodal displacements are:
3 0.7924E-01 -0.2879E-02 -0.5969E-02
5 0.7923E-01 -0.1500E-02 -0.1388E-01
The determinant is 0.4309E+37
Converged in 4 iterations
Load factor 0.5000E+01
The nodal displacements are:
3 0.9811E-01 -0.2925E-02 -0.7422E-02
5 0.9811E-01 -0.1538E-02 -0.1717E-01
The determinant is 0.2002E+37
Converged in 6 iterations
Load factor 0.5100E+01
The nodal displacements are:
3 0.8921E-01 -0.2992E-02 -0.6722E-02
5 0.8920E-01 -0.1564E-02 -0.1564E-01
The determinant is -0.4361E+37
Converged in 200 iterations
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