📄 p58.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
There are 124 equations and the skyline storage is 4388
The total load is -0.5000E+00
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 0.6783E-03 0.0000E+00 -0.7406E-02
8 0.1345E-02 0.0000E+00 -0.7490E-02
9 0.0000E+00 0.0000E+00 -0.3078E-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 0.2249E-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 0.5036E-03 -0.2800E-02 -0.9143E-02
22 0.1012E-02 -0.2388E-02 -0.9150E-02
23 0.0000E+00 0.9311E-03 -0.6865E-02
24 0.9657E-03 0.1300E-02 -0.6894E-02
25 0.0000E+00 0.1568E-02 -0.4498E-02
26 0.4413E-03 0.1605E-02 -0.4476E-02
27 0.8797E-03 0.1760E-02 -0.4494E-02
28 0.0000E+00 0.1258E-02 -0.2024E-02
29 0.8684E-03 0.1403E-02 -0.2187E-02
30 0.0000E+00 0.0000E+00 0.0000E+00
31 0.0000E+00 0.0000E+00 0.0000E+00
32 0.0000E+00 0.0000E+00 0.0000E+00
33 0.0000E+00 -0.2111E-02 -0.3311E-02
34 -0.1036E-03 -0.1832E-02 -0.3091E-02
35 0.0000E+00 0.1639E-02 -0.2417E-02
36 0.5033E-03 0.1798E-02 -0.2359E-02
37 0.0000E+00 0.0000E+00 0.0000E+00
38 0.0000E+00 0.0000E+00 0.0000E+00
39 0.0000E+00 -0.1017E-02 -0.1119E-02
40 -0.1792E-03 -0.9861E-03 -0.1081E-02
41 -0.3559E-03 -0.9982E-03 -0.8742E-03
42 0.0000E+00 0.3942E-03 -0.1050E-02
43 0.1057E-03 0.4485E-03 -0.9153E-03
44 0.0000E+00 0.1310E-02 -0.8477E-03
45 0.1238E-03 0.1326E-02 -0.8296E-03
46 0.2502E-03 0.1413E-02 -0.7997E-03
47 0.0000E+00 0.1129E-02 -0.4889E-03
48 0.2913E-03 0.1227E-02 -0.5287E-03
49 0.0000E+00 0.0000E+00 0.0000E+00
50 0.0000E+00 0.0000E+00 0.0000E+00
51 0.0000E+00 0.0000E+00 0.0000E+00
52 0.0000E+00 -0.5982E-03 -0.1631E-03
53 -0.1279E-03 -0.6237E-03 -0.8504E-04
54 0.0000E+00 0.1022E-02 -0.1725E-03
55 0.3462E-04 0.1096E-02 -0.1348E-03
56 0.0000E+00 0.0000E+00 0.0000E+00
57 0.0000E+00 0.0000E+00 0.0000E+00
58 0.0000E+00 -0.4275E-03 0.5496E-03
59 -0.4472E-05 -0.4327E-03 0.5733E-03
60 -0.7065E-05 -0.4418E-03 0.5420E-03
61 0.0000E+00 0.3100E-03 0.4346E-03
62 -0.8434E-04 0.3531E-03 0.4383E-03
63 0.0000E+00 0.9060E-03 0.9309E-04
64 -0.4492E-04 0.9182E-03 0.9922E-04
65 -0.9535E-04 0.9702E-03 0.1156E-03
66 0.0000E+00 0.7712E-03 -0.9524E-04
67 -0.4145E-05 0.8230E-03 -0.7522E-04
68 0.0000E+00 0.0000E+00 0.0000E+00
69 0.0000E+00 0.0000E+00 0.0000E+00
70 0.0000E+00 0.0000E+00 0.0000E+00
The centroid stresses for element 1 are
Point 1
0.4610E-02 -0.1648E+00 -0.8883E+00 0.2472E-02 0.8305E-01 0.2310E-02
The centroid stresses for element 2 are
Point 1
0.2584E-02 -0.6851E-01 -0.6645E+00 -0.6375E-03 0.8298E-01 0.6887E-02
The centroid stresses for element 3 are
Point 1
-0.6057E-02 -0.9576E-01 -0.1171E+00 0.1028E-02 0.8193E-01 -0.2192E-02
The centroid stresses for element 4 are
Point 1
0.2349E-02 -0.9292E-01 -0.2653E+00 -0.1321E-02 0.1252E+00 0.3128E-02
The centroid stresses for element 5 are
Point 1
-0.5789E-03 -0.1013E-01 -0.2536E-02 -0.1240E-02 -0.5978E-02 0.6601E-03
The centroid stresses for element 6 are
Point 1
0.2175E-02 -0.4532E-01 -0.2886E-01 -0.1753E-03 0.5598E-01 0.3086E-04
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