📄 result3.txt
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1 -.333334E+01 -.332780E-03
2 -.333334E+01 -.332780E-03
3 -.333334E+01 -.332780E-03
4 -.333334E+01 -.332780E-03
5 -.333334E+01 -.332780E-03
6 -.333334E+01 -.332780E-03
7 -.333334E+01 -.332780E-03
8 -.333334E+01 -.332780E-03
9 -.333334E+01 -.332780E-03
10 -.333334E+01 -.332780E-03
0 IINCS= 8 NITER= 30 NOUTP= 1 FACTO= -.250000E+00 TOLER= .500000E+00
O ITERATION NUMBER= 1
O CONVERGENCE CODE= 0 NORM OF RESIDUAL SUM RATIO= .827163E-02
O NODE DISPL. REACTIONS
1 .000000E+00 .416667E+01
2 -.415837E-03 .000000E+00
3 -.831673E-03 .000000E+00
4 -.124751E-02 .000000E+00
5 -.166335E-02 .000000E+00
6 -.207918E-02 .000000E+00
7 -.166335E-02 .000000E+00
8 -.124751E-02 .000000E+00
9 -.831673E-03 .000000E+00
10 -.415837E-03 .000000E+00
11 .000000E+00 .833333E+01
O ELEMENT STRESSES PL.STRAIN
1 -.416701E+01 -.415837E-03
2 -.416701E+01 -.415837E-03
3 -.416701E+01 -.415837E-03
4 -.416701E+01 -.415837E-03
5 -.416701E+01 -.415837E-03
6 -.416701E+01 -.415837E-03
7 -.416701E+01 -.415837E-03
8 -.416701E+01 -.415837E-03
9 -.416701E+01 -.415837E-03
10 -.416701E+01 -.415837E-03
0 IINCS= 9 NITER= 30 NOUTP= 1 FACTO= -.250000E+00 TOLER= .500000E+00
O ITERATION NUMBER= 1
O CONVERGENCE CODE= 0 NORM OF RESIDUAL SUM RATIO= .688962E-02
O NODE DISPL. REACTIONS
1 .000000E+00 .500000E+01
2 -.498790E-03 .000000E+00
3 -.997581E-03 .000000E+00
4 -.149637E-02 .000000E+00
5 -.199516E-02 .000000E+00
6 -.249395E-02 .000000E+00
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8 -.149637E-02 .000000E+00
9 -.997581E-03 .000000E+00
10 -.498790E-03 .000000E+00
11 .000000E+00 .100000E+02
O ELEMENT STRESSES PL.STRAIN
1 -.500034E+01 -.498790E-03
2 -.500034E+01 -.498790E-03
3 -.500034E+01 -.498790E-03
4 -.500034E+01 -.498791E-03
5 -.500034E+01 -.498791E-03
6 -.500034E+01 -.498791E-03
7 -.500034E+01 -.498791E-03
8 -.500034E+01 -.498790E-03
9 -.500034E+01 -.498790E-03
10 -.500034E+01 -.498790E-03
0 IINCS= 10 NITER= 30 NOUTP= 1 FACTO= -.250000E+00 TOLER= .500000E+00
O ITERATION NUMBER= 1
O CONVERGENCE CODE= 0 NORM OF RESIDUAL SUM RATIO= .588553E-02
O NODE DISPL. REACTIONS
1 .000000E+00 .583333E+01
2 -.581676E-03 .000000E+00
3 -.116335E-02 .000000E+00
4 -.174503E-02 .000000E+00
5 -.232670E-02 .000000E+00
6 -.290838E-02 .000000E+00
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8 -.174503E-02 .000000E+00
9 -.116335E-02 .000000E+00
10 -.581676E-03 .000000E+00
11 .000000E+00 .116667E+02
O ELEMENT STRESSES PL.STRAIN
1 -.583368E+01 -.581676E-03
2 -.583368E+01 -.581676E-03
3 -.583368E+01 -.581676E-03
4 -.583368E+01 -.581676E-03
5 -.583368E+01 -.581676E-03
6 -.583368E+01 -.581676E-03
7 -.583368E+01 -.581676E-03
8 -.583368E+01 -.581676E-03
9 -.583368E+01 -.581676E-03
10 -.583368E+01 -.581676E-03
0 IINCS= 11 NITER= 30 NOUTP= 1 FACTO= -.250000E+00 TOLER= .500000E+00
O ITERATION NUMBER= 1
O CONVERGENCE CODE= 0 NORM OF RESIDUAL SUM RATIO= .514729E-02
O NODE DISPL. REACTIONS
1 .000000E+00 .666667E+01
2 -.664493E-03 .000000E+00
3 -.132899E-02 .000000E+00
4 -.199348E-02 .000000E+00
5 -.265797E-02 .000000E+00
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8 -.199348E-02 .000000E+00
9 -.132899E-02 .000000E+00
10 -.664493E-03 .000000E+00
11 .000000E+00 .133333E+02
O ELEMENT STRESSES PL.STRAIN
1 -.666701E+01 -.664493E-03
2 -.666701E+01 -.664493E-03
3 -.666701E+01 -.664493E-03
4 -.666701E+01 -.664493E-03
5 -.666701E+01 -.664493E-03
6 -.666701E+01 -.664493E-03
7 -.666701E+01 -.664493E-03
8 -.666701E+01 -.664493E-03
9 -.666701E+01 -.664493E-03
10 -.666701E+01 -.664493E-03
0 IINCS= 12 NITER= 30 NOUTP= 1 FACTO= -.250000E+00 TOLER= .500000E+00
O ITERATION NUMBER= 1
O CONVERGENCE CODE= 0 NORM OF RESIDUAL SUM RATIO= .456402E-02
O NODE DISPL. REACTIONS
1 .000000E+00 .750000E+01
2 -.747242E-03 .000000E+00
3 -.149448E-02 .000000E+00
4 -.224173E-02 .000000E+00
5 -.298897E-02 .000000E+00
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7 -.298897E-02 .000000E+00
8 -.224173E-02 .000000E+00
9 -.149448E-02 .000000E+00
10 -.747242E-03 .000000E+00
11 .000000E+00 .150000E+02
O ELEMENT STRESSES PL.STRAIN
1 -.750034E+01 -.747242E-03
2 -.750034E+01 -.747242E-03
3 -.750034E+01 -.747242E-03
4 -.750034E+01 -.747242E-03
5 -.750034E+01 -.747242E-03
6 -.750034E+01 -.747242E-03
7 -.750034E+01 -.747242E-03
8 -.750034E+01 -.747242E-03
9 -.750034E+01 -.747242E-03
10 -.750034E+01 -.747242E-03
0 IINCS= 13 NITER= 30 NOUTP= 1 FACTO= -.250000E+00 TOLER= .500000E+00
O ITERATION NUMBER= 1
O CONVERGENCE CODE= 0 NORM OF RESIDUAL SUM RATIO= .409208E-02
O NODE DISPL. REACTIONS
1 .000000E+00 .833333E+01
2 -.829924E-03 .000000E+00
3 -.165985E-02 .000000E+00
4 -.248977E-02 .000000E+00
5 -.331969E-02 .000000E+00
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8 -.248977E-02 .000000E+00
9 -.165985E-02 .000000E+00
10 -.829924E-03 .000000E+00
11 .000000E+00 .166667E+02
O ELEMENT STRESSES PL.STRAIN
1 -.833367E+01 -.829924E-03
2 -.833367E+01 -.829924E-03
3 -.833367E+01 -.829924E-03
4 -.833368E+01 -.829924E-03
5 -.833367E+01 -.829924E-03
6 -.833367E+01 -.829924E-03
7 -.833367E+01 -.829924E-03
8 -.833367E+01 -.829924E-03
9 -.833367E+01 -.829924E-03
10 -.833367E+01 -.829924E-03
0 IINCS= 14 NITER= 30 NOUTP= 1 FACTO= -.250000E+00 TOLER= .500000E+00
O ITERATION NUMBER= 1
O CONVERGENCE CODE= 0 NORM OF RESIDUAL SUM RATIO= .372976E-02
O NODE DISPL. REACTIONS
1 .000000E+00 .916667E+01
2 -.912537E-03 .000000E+00
3 -.182507E-02 .000000E+00
4 -.273761E-02 .000000E+00
5 -.365015E-02 .000000E+00
6 -.456269E-02 .000000E+00
7 -.365015E-02 .000000E+00
8 -.273761E-02 .000000E+00
9 -.182507E-02 .000000E+00
10 -.912537E-03 .000000E+00
11 .000000E+00 .183333E+02
O ELEMENT STRESSES PL.STRAIN
1 -.916701E+01 -.912537E-03
2 -.916701E+01 -.912537E-03
3 -.916701E+01 -.912537E-03
4 -.916701E+01 -.912537E-03
5 -.916701E+01 -.912537E-03
6 -.916701E+01 -.912537E-03
7 -.916701E+01 -.912537E-03
8 -.916701E+01 -.912537E-03
9 -.916701E+01 -.912537E-03
10 -.916701E+01 -.912537E-03
0 IINCS= 15 NITER= 30 NOUTP= 1 FACTO= -.250000E+00 TOLER= .500000E+00
O ITERATION NUMBER= 1
O CONVERGENCE CODE= 0 NORM OF RESIDUAL SUM RATIO= .340667E-02
O NODE DISPL. REACTIONS
1 .000000E+00 .100000E+02
2 -.995083E-03 .000000E+00
3 -.199017E-02 .000000E+00
4 -.298525E-02 .000000E+00
5 -.398033E-02 .000000E+00
6 -.497542E-02 .000000E+00
7 -.398033E-02 .000000E+00
8 -.298525E-02 .000000E+00
9 -.199017E-02 .000000E+00
10 -.995083E-03 .000000E+00
11 .000000E+00 .200000E+02
O ELEMENT STRESSES PL.STRAIN
1 -.100003E+02 -.995083E-03
2 -.100003E+02 -.995083E-03
3 -.100003E+02 -.995083E-03
4 -.100003E+02 -.995083E-03
5 -.100003E+02 -.995083E-03
6 -.100003E+02 -.995083E-03
7 -.100003E+02 -.995083E-03
8 -.100003E+02 -.995083E-03
9 -.100003E+02 -.995083E-03
10 -.100003E+02 -.995083E-03
0 IINCS= 16 NITER= 30 NOUTP= 1 FACTO= -.250000E+00 TOLER= .500000E+00
O ITERATION NUMBER= 1
O CONVERGENCE CODE= 0 NORM OF RESIDUAL SUM RATIO= .314524E-02
O NODE DISPL. REACTIONS
1 .000000E+00 .108333E+02
2 -.107756E-02 .000000E+00
3 -.215512E-02 .000000E+00
4 -.323269E-02 .000000E+00
5 -.431025E-02 .000000E+00
6 -.538781E-02 .000000E+00
7 -.431025E-02 .000000E+00
8 -.323269E-02 .000000E+00
9 -.215512E-02 .000000E+00
10 -.107756E-02 .000000E+00
11 .000000E+00 .216667E+02
O ELEMENT STRESSES PL.STRAIN
1 -.108337E+02 -.107756E-02
2 -.108337E+02 -.107756E-02
3 -.108337E+02 -.107756E-02
4 -.108337E+02 -.107756E-02
5 -.108337E+02 -.107756E-02
6 -.108337E+02 -.107756E-02
7 -.108337E+02 -.107756E-02
8 -.108337E+02 -.107756E-02
9 -.108337E+02 -.107756E-02
10 -.108337E+02 -.107756E-02
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