📄 p510.res
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Global coordinates
Node 1 0.0000E+00 0.0000E+00 0.0000E+00
Node 2 0.2500E+00 0.0000E+00 0.0000E+00
Node 3 0.5000E+00 0.0000E+00 0.0000E+00
Node 4 0.0000E+00 0.0000E+00 -0.5000E+00
Node 5 0.5000E+00 0.0000E+00 -0.5000E+00
Node 6 0.0000E+00 0.0000E+00 -0.1000E+01
Node 7 0.2500E+00 0.0000E+00 -0.1000E+01
Node 8 0.5000E+00 0.0000E+00 -0.1000E+01
Node 9 0.0000E+00 0.0000E+00 -0.1500E+01
Node 10 0.5000E+00 0.0000E+00 -0.1500E+01
Node 11 0.0000E+00 0.0000E+00 -0.2000E+01
Node 12 0.2500E+00 0.0000E+00 -0.2000E+01
Node 13 0.5000E+00 0.0000E+00 -0.2000E+01
Node 14 0.0000E+00 0.5000E+00 0.0000E+00
Node 15 0.5000E+00 0.5000E+00 0.0000E+00
Node 16 0.0000E+00 0.5000E+00 -0.1000E+01
Node 17 0.5000E+00 0.5000E+00 -0.1000E+01
Node 18 0.0000E+00 0.5000E+00 -0.2000E+01
Node 19 0.5000E+00 0.5000E+00 -0.2000E+01
Node 20 0.0000E+00 0.1000E+01 0.0000E+00
Node 21 0.2500E+00 0.1000E+01 0.0000E+00
Node 22 0.5000E+00 0.1000E+01 0.0000E+00
Node 23 0.0000E+00 0.1000E+01 -0.5000E+00
Node 24 0.5000E+00 0.1000E+01 -0.5000E+00
Node 25 0.0000E+00 0.1000E+01 -0.1000E+01
Node 26 0.2500E+00 0.1000E+01 -0.1000E+01
Node 27 0.5000E+00 0.1000E+01 -0.1000E+01
Node 28 0.0000E+00 0.1000E+01 -0.1500E+01
Node 29 0.5000E+00 0.1000E+01 -0.1500E+01
Node 30 0.0000E+00 0.1000E+01 -0.2000E+01
Node 31 0.2500E+00 0.1000E+01 -0.2000E+01
Node 32 0.5000E+00 0.1000E+01 -0.2000E+01
Node 33 0.0000E+00 0.1500E+01 0.0000E+00
Node 34 0.5000E+00 0.1500E+01 0.0000E+00
Node 35 0.0000E+00 0.1500E+01 -0.1000E+01
Node 36 0.5000E+00 0.1500E+01 -0.1000E+01
Node 37 0.0000E+00 0.1500E+01 -0.2000E+01
Node 38 0.5000E+00 0.1500E+01 -0.2000E+01
Node 39 0.0000E+00 0.2000E+01 0.0000E+00
Node 40 0.2500E+00 0.2000E+01 0.0000E+00
Node 41 0.5000E+00 0.2000E+01 0.0000E+00
Node 42 0.0000E+00 0.2000E+01 -0.5000E+00
Node 43 0.5000E+00 0.2000E+01 -0.5000E+00
Node 44 0.0000E+00 0.2000E+01 -0.1000E+01
Node 45 0.2500E+00 0.2000E+01 -0.1000E+01
Node 46 0.5000E+00 0.2000E+01 -0.1000E+01
Node 47 0.0000E+00 0.2000E+01 -0.1500E+01
Node 48 0.5000E+00 0.2000E+01 -0.1500E+01
Node 49 0.0000E+00 0.2000E+01 -0.2000E+01
Node 50 0.2500E+00 0.2000E+01 -0.2000E+01
Node 51 0.5000E+00 0.2000E+01 -0.2000E+01
Node 52 0.0000E+00 0.2500E+01 0.0000E+00
Node 53 0.5000E+00 0.2500E+01 0.0000E+00
Node 54 0.0000E+00 0.2500E+01 -0.1000E+01
Node 55 0.5000E+00 0.2500E+01 -0.1000E+01
Node 56 0.0000E+00 0.2500E+01 -0.2000E+01
Node 57 0.5000E+00 0.2500E+01 -0.2000E+01
Node 58 0.0000E+00 0.3000E+01 0.0000E+00
Node 59 0.2500E+00 0.3000E+01 0.0000E+00
Node 60 0.5000E+00 0.3000E+01 0.0000E+00
Node 61 0.0000E+00 0.3000E+01 -0.5000E+00
Node 62 0.5000E+00 0.3000E+01 -0.5000E+00
Node 63 0.0000E+00 0.3000E+01 -0.1000E+01
Node 64 0.2500E+00 0.3000E+01 -0.1000E+01
Node 65 0.5000E+00 0.3000E+01 -0.1000E+01
Node 66 0.0000E+00 0.3000E+01 -0.1500E+01
Node 67 0.5000E+00 0.3000E+01 -0.1500E+01
Node 68 0.0000E+00 0.3000E+01 -0.2000E+01
Node 69 0.2500E+00 0.3000E+01 -0.2000E+01
Node 70 0.5000E+00 0.3000E+01 -0.2000E+01
Global node numbers
Element 1 6 4 1 2 3 5 8 7 16 14 15 17 25 23 20 21 22 24 27 26
Element 2 11 9 6 7 8 10 13 12 18 16 17 19 30 28 25 26 27 29 32 31
Element 3 25 23 20 21 22 24 27 26 35 33 34 36 44 42 39 40 41 43 46 45
Element 4 30 28 25 26 27 29 32 31 37 35 36 38 49 47 44 45 46 48 51 50
Element 5 44 42 39 40 41 43 46 45 54 52 53 55 63 61 58 59 60 62 65 64
Element 6 49 47 44 45 46 48 51 50 56 54 55 57 68 66 63 64 65 67 70 69
The number of unknowns is 124
The total load is -0.5000E+00
The number of iterations to convergence was 50
The nodal displacements are :
1 0.0000E+00 0.0000E+00 -0.1606E-01
2 0.1344E-02 0.0000E+00 -0.1616E-01
3 0.2687E-02 0.0000E+00 -0.1658E-01
4 0.0000E+00 0.0000E+00 -0.1168E-01
5 0.1703E-02 0.0000E+00 -0.1197E-01
6 0.0000E+00 0.0000E+00 -0.7423E-02
7 0.6784E-03 0.0000E+00 -0.7406E-02
8 0.1345E-02 0.0000E+00 -0.7490E-02
9 0.0000E+00 0.0000E+00 -0.3077E-02
10 0.1220E-02 0.0000E+00 -0.3328E-02
11 0.0000E+00 0.0000E+00 0.0000E+00
12 0.0000E+00 0.0000E+00 0.0000E+00
13 0.0000E+00 0.0000E+00 0.0000E+00
14 0.0000E+00 -0.1678E-02 -0.1475E-01
15 0.2250E-02 -0.1379E-02 -0.1510E-01
16 0.0000E+00 0.1049E-02 -0.6449E-02
17 0.1249E-02 0.1161E-02 -0.6516E-02
18 0.0000E+00 0.0000E+00 0.0000E+00
19 0.0000E+00 0.0000E+00 0.0000E+00
20 0.0000E+00 -0.2881E-02 -0.9123E-02
21 0.5033E-03 -0.2800E-02 -0.9143E-02
22 0.1012E-02 -0.2388E-02 -0.9149E-02
The Centroid point stresses for element 1 are :
Point 1
0.4595E-02 -0.1648E+00 -0.8883E+00 0.2477E-02 0.8305E-01 0.2309E-02
The Centroid point stresses for element 2 are :
Point 1
0.2583E-02 -0.6851E-01 -0.6645E+00 -0.6339E-03 0.8298E-01 0.6884E-02
The Centroid point stresses for element 3 are :
Point 1
-0.6074E-02 -0.9576E-01 -0.1171E+00 0.1025E-02 0.8194E-01 -0.2192E-02
The Centroid point stresses for element 4 are :
Point 1
0.2346E-02 -0.9292E-01 -0.2653E+00 -0.1321E-02 0.1252E+00 0.3132E-02
The Centroid point stresses for element 5 are :
Point 1
-0.5783E-03 -0.1014E-01 -0.2528E-02 -0.1237E-02 -0.5976E-02 0.6634E-03
The Centroid point stresses for element 6 are :
Point 1
0.2181E-02 -0.4530E-01 -0.2885E-01 -0.1737E-03 0.5599E-01 0.3245E-04
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