?? output.dat
字號:
2-D
NPOIN = 51 NELEM = 12 NVFIX = 18 NTYPE = 2 NNODE = 8
NMATS = 1 NGAUS = 2 NEVAB = 16 NALGO = 2
NCRIT = 2 NINCS = 1 NSTRE = 3
ELEMENT PROPERTY NODE NUMBERS
1 1 1 8 12 13 14 9 3 2
2 1 3 9 14 15 16 10 5 4
3 1 5 10 16 17 18 11 7 6
4 1 12 19 23 24 25 20 14 13
5 1 14 20 25 26 27 21 16 15
6 1 16 21 27 28 29 22 18 17
7 1 23 30 34 35 36 31 25 24
8 1 25 31 36 37 38 32 27 26
9 1 27 32 38 39 40 33 29 28
10 1 34 41 45 46 47 42 36 35
11 1 36 42 47 48 49 43 38 37
12 1 38 43 49 50 51 44 40 39
NODE X Y
1 100.000 0.000
2 96.592 25.882
3 86.602 50.000
4 70.710 70.710
5 50.000 86.602
6 25.882 96.592
7 0.000 100.000
8 110.000 0.000
9 95.263 55.000
10 55.000 95.263
11 0.000 110.000
12 120.000 0.000
13 115.911 31.058
14 103.923 60.000
15 84.853 84.853
16 60.000 103.923
17 31.058 115.911
18 0.000 120.000
19 130.000 0.000
20 112.583 65.000
21 65.000 112.583
22 0.000 130.000
23 140.000 0.000
24 135.230 36.234
25 121.243 70.000
26 98.995 98.995
27 70.000 121.243
28 36.234 135.230
29 0.000 140.000
30 155.000 0.000
31 134.234 77.500
32 77.500 134.234
33 0.000 155.000
34 170.000 0.000
35 164.207 43.999
36 147.224 85.000
37 120.208 120.208
38 85.000 147.224
39 43.999 164.207
40 0.000 170.000
41 185.000 0.000
42 160.215 92.500
43 92.500 160.215
44 0.000 185.000
45 200.000 0.000
46 193.185 51.764
47 173.205 100.000
48 141.421 141.421
49 100.000 173.205
50 51.764 193.185
51 0.000 200.000
NODE CODE FIXED VALUES
1 1 0.000000 0.000000
7 10 0.000000 0.000000
8 1 0.000000 0.000000
11 10 0.000000 0.000000
12 1 0.000000 0.000000
18 10 0.000000 0.000000
19 1 0.000000 0.000000
22 10 0.000000 0.000000
23 1 0.000000 0.000000
29 10 0.000000 0.000000
30 1 0.000000 0.000000
33 10 0.000000 0.000000
34 1 0.000000 0.000000
40 10 0.000000 0.000000
41 1 0.000000 0.000000
44 10 0.000000 0.000000
45 1 0.000000 0.000000
51 10 0.000000 0.000000
NUMBER ELEMENT PROPERTIES
1
0.210000E+05 0.300000E+00 0.000000E+00 0.000000E+00
0.240000E+02 0.000000E+00 0.000000E+00
MAXIMUM FRONTWIDTH ENCOUNTERED = 24
d
IPLOD= 0 IGRAV= 0 IEDGE= 1
0 NO. OF LOADED EDGES = 3
0 LIST OF LOADED EDGES AND APPLIED LOADS
1 3 2 1
20.000 0.000 20.000 0.000 20.000 0.000
2 5 4 3
20.000 0.000 20.000 0.000 20.000 0.000
3 7 6 5
20.000 0.000 20.000 0.000 20.000 0.000
0 TOTAL NODAL FORCES FOR EACH ELEMENT
1 178.43 0.78 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 154.91 88.54 666.67 178.64
2 154.13 89.89 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 89.89 154.13 488.03 488.03
3 88.54 154.91 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.78 178.43 178.64 666.67
4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 INCREMENT NUMBER 1
0 LOAD FACTOR = 0.70000 CONVERGENCE TOLERANCE=, 1.00000
MAX. NO. OF ITERATIONS = 30
INITIAL OUTPUT PARAMETER = 3 FINAL OUTPUT PARAMETER = 3
0 CONVERGENCE CODE = 1 NORM OF RESIDUAL SUMRATIO =, 0.336959E+02 MAXIMUM RESIDUAL = 0.155987E+03
0 DISPLACEMENTS
0 NODE X-DISP. Y-DISP.
1 0.127198E+00 0.000000E+00
2 0.122734E+00 0.328879E-01
3 0.110157E+00 0.636005E-01
4 0.898490E-01 0.898487E-01
5 0.636007E-01 0.110157E+00
6 0.328880E-01 0.122734E+00
7 0.000000E+00 0.127198E+00
8 0.117796E+00 0.000000E+00
9 0.102015E+00 0.588986E-01
10 0.588989E-01 0.102014E+00
11 0.000000E+00 0.117795E+00
12 0.110185E+00 0.000000E+00
13 0.106396E+00 0.285088E-01
14 0.954236E-01 0.550933E-01
15 0.778880E-01 0.778877E-01
16 0.550935E-01 0.954233E-01
17 0.285088E-01 0.106396E+00
18 0.000000E+00 0.110184E+00
19 0.103925E+00 0.000000E+00
20 0.900026E-01 0.519634E-01
21 0.519635E-01 0.900023E-01
22 0.000000E+00 0.103924E+00
23 0.987475E-01 0.000000E+00
24 0.953365E-01 0.255450E-01
25 0.855190E-01 0.493747E-01
26 0.697920E-01 0.697917E-01
27 0.493748E-01 0.855187E-01
28 0.255450E-01 0.953361E-01
29 0.000000E+00 0.987469E-01
30 0.924751E-01 0.000000E+00
31 0.800868E-01 0.462382E-01
32 0.462382E-01 0.800865E-01
33 0.000000E+00 0.924745E-01
34 0.876446E-01 0.000000E+00
35 0.846178E-01 0.226733E-01
36 0.759034E-01 0.438229E-01
37 0.619452E-01 0.619452E-01
38 0.438228E-01 0.759032E-01
39 0.226733E-01 0.846174E-01
40 0.000000E+00 0.876440E-01
41 0.838477E-01 0.000000E+00
42 0.726152E-01 0.419242E-01
43 0.419241E-01 0.726151E-01
44 0.000000E+00 0.838471E-01
45 0.808965E-01 0.000000E+00
46 0.781272E-01 0.209340E-01
47 0.700595E-01 0.404485E-01
48 0.571936E-01 0.571936E-01
49 0.404483E-01 0.700594E-01
50 0.209338E-01 0.781268E-01
51 0.000000E+00 0.808960E-01
0 REACTIONS
0 NODE X-REAC. Y-REAC.
1 0.000000E+00 -0.761999E+02
7 -0.762001E+02 0.000000E+00
8 0.000000E+00 -0.269923E+03
11 -0.269924E+03 0.000000E+00
12 0.000000E+00 -0.116328E+03
18 -0.116328E+03 0.000000E+00
19 0.000000E+00 -0.210260E+03
22 -0.210261E+03 0.000000E+00
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