str2.........beam6p7.O5
;KLC 0 KOUT ILC 0 IEL1 IEU1 IEL2 IEU2 0 KPROB KGRAF
IP 3 0 1 2 0 0 0 0 0 0 2 0
EN
EN
PLANE STRESS
LOAD CASE 1
DISPLACEMENTS
NODE U V
/M/ /M/
1 0.0000000E+00 0.0000000E+00
2 0.0000000E+00 0.1000000E-05
3 -0.4011446E-16 -0.5428184E-15
4 0.4017944E-16 0.1000000E-05
5 0.1511868E-16 -0.8493919E-15
6 -0.1488458E-16 0.1000000E-05
7 0.2603468E-16 -0.3286565E-15
8 -0.2591607E-16 0.1000000E-05
9 0.0000000E+00 0.0000000E+00
10 0.0000000E+00 0.1000000E-05
11 0.0000000E+00 0.5000000E-06
12 -0.2204127E-16 -0.1465568E-15
13 0.2221439E-16 0.1000000E-05
14 0.3229764E-19 0.5000000E-06
15 -0.1212404E-16 -0.8691081E-15
16 0.1229077E-16 0.1000000E-05
17 0.1177090E-18 0.5000000E-06
18 0.2101478E-16 -0.6236748E-15
19 -0.2085781E-16 0.1000000E-05
20 0.5937494E-19 0.5000000E-06
21 0.1320561E-16 -0.8393723E-16
22 -0.1318538E-16 0.1000000E-05
23 0.0000000E+00 0.5000000E-06
STRESSES AT GAUSS POINTS
IE IGP XG YG SIG-X SIG-Y SIG-XY SIG-Z HMH EPSP DMG
[M] [M] [MPA] [MPA] [MPA] [MPA] [MPA] [-] [%]
1
1 0.28175E-01 0.22540E-02 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
2 0.12500E+00 0.22540E-02 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
3 0.22182E+00 0.22540E-02 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
4 0.28175E-01 0.10000E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
5 0.12500E+00 0.10000E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
6 0.22182E+00 0.10000E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
7 0.28175E-01 0.17746E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
8 0.12500E+00 0.17746E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
9 0.22182E+00 0.17746E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
2
1 0.27818E+00 0.22540E-02 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
2 0.37500E+00 0.22540E-02 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
3 0.47182E+00 0.22540E-02 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
4 0.27818E+00 0.10000E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
5 0.37500E+00 0.10000E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
6 0.47182E+00 0.10000E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
7 0.27818E+00 0.17746E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
8 0.37500E+00 0.17746E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
9 0.47182E+00 0.17746E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
3
1 0.52818E+00 0.22540E-02 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
2 0.62500E+00 0.22540E-02 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
3 0.72182E+00 0.22540E-02 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
4 0.52818E+00 0.10000E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
5 0.62500E+00 0.10000E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
6 0.72182E+00 0.10000E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
7 0.52818E+00 0.17746E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
8 0.62500E+00 0.17746E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
9 0.72182E+00 0.17746E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
4
1 0.77818E+00 0.22540E-02 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
2 0.87500E+00 0.22540E-02 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
3 0.97182E+00 0.22540E-02 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
4 0.77818E+00 0.10000E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
5 0.87500E+00 0.10000E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
6 0.97182E+00 0.10000E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
7 0.77818E+00 0.17746E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
8 0.87500E+00 0.17746E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
9 0.97182E+00 0.17746E-01 50.0 0.0 0.0 0.0 50.0 0.2500E-03 0.00
* END OF STR2 *
TOTAL CPU: 00:00:00