str2.........beam6s1.O5
; KLC 0 KOUT ILC 0 IEL1 IEU1 IEL2 IEU2 0 KPROB KGRAF
IP 1 0 1 1 0 0 0 0 0 0 0 1
EN
EN
PLANE STRESS
LOAD CASE 1
DISPLACEMENTS
NODE U V
/M/ /M/
1 0.0000000E+00 0.0000000E+00
2 0.0000000E+00 -0.3019973E-05
3 0.2038338E-04 -0.1317941E-02
4 0.2296356E-03 -0.1320945E-02
5 0.8460988E-04 -0.4701293E-02
6 0.4154152E-03 -0.4704294E-02
7 0.1818417E-03 -0.9189013E-02
8 0.5681875E-03 -0.9192013E-02
9 0.3000180E-03 -0.1410675E-01
10 0.7000150E-03 -0.1410975E-01
11 0.0000000E+00 -0.8181496E-06
12 0.9690534E-05 -0.3320717E-03
13 0.1153345E-03 -0.3350697E-03
14 0.1250095E-03 -0.1318934E-02
15 0.5208839E-04 -0.2819742E-02
16 0.3229360E-03 -0.2822742E-02
17 0.2500125E-03 -0.4702545E-02
18 0.1329441E-03 -0.6858422E-02
19 0.4920833E-03 -0.6861422E-02
20 0.3750146E-03 -0.9190424E-02
21 0.2407731E-03 -0.1162660E-01
22 0.6342581E-03 -0.1162960E-01
23 0.5000165E-03 -0.1410823E-01
REACTIONS
NODE RX RY
/N/ /N/
1 0.1710230E+03 0.1200000E+03
2 -0.6828977E+04 0.0000000E+00
11 -0.1334205E+05 0.0000000E+00
EQUILIBRIUM OF FORCES AND REACTIONS
SUM OF FORCES /N/ SUM OF REACTIONS /N/
DIR. X: 20000.00 -20000.00
DIR. Y: -120.00 120.00
STRESSES AT GAUSS POINTS
IE IGP XG YG SIG-X SIG-Y SIG-XY SIG-Z
/M/ /M/ /MPA/ /MPA/ /MPA/ /MPA/
1
1 0.52831E-01 0.42265E-02 51.3 0.4 -0.6 0.0
2 0.19717E+00 0.42265E-02 51.7 -1.8 -0.5 0.0
3 0.52831E-01 0.15774E-01 148.7 -0.5 -0.6 0.0
4 0.19717E+00 0.15774E-01 148.3 1.9 -0.5 0.0
2
1 0.30283E+00 0.42265E-02 72.1 2.1 -0.4 0.0
2 0.44717E+00 0.42265E-02 71.9 -1.4 -0.4 0.0
3 0.30283E+00 0.15774E-01 127.9 -2.1 -0.4 0.0
4 0.44717E+00 0.15774E-01 128.1 1.4 -0.4 0.0
3
1 0.55283E+00 0.42265E-02 87.2 1.1 -0.3 0.0
2 0.69717E+00 0.42265E-02 87.2 -1.0 -0.3 0.0
3 0.55283E+00 0.15774E-01 112.8 -1.1 -0.3 0.0
4 0.69717E+00 0.15774E-01 112.8 1.0 -0.3 0.0
4
1 0.80283E+00 0.42265E-02 96.9 0.8 -0.2 0.0
2 0.94717E+00 0.42265E-02 97.0 -0.2 -0.1 0.0
3 0.80283E+00 0.15774E-01 103.1 -0.8 -0.2 0.0
4 0.94717E+00 0.15774E-01 103.0 0.2 -0.1 0.0
* END OF STR2 *
TOTAL CPU: 00:00:00