str3.........beam53s1.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
1TH LOAD CASE
DISPLACEMENTS
NODE U V W ALPHA BETA GAMA
/M/ /M/ /M/ /RAD/ /RAD/ /RAD/
1 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00
2 0.1250000E-03 -0.1418457E-02 0.0000000E+00 0.0000000E+00 0.0000000E+00 -0.1050781E-01
3 0.2500000E-03 -0.4882812E-02 0.0000000E+00 0.0000000E+00 0.0000000E+00 -0.1656250E-01
4 0.3750000E-03 -0.9426270E-02 0.0000000E+00 0.0000000E+00 0.0000000E+00 -0.1933594E-01
5 0.5000000E-03 -0.1437500E-01 0.0000000E+00 0.0000000E+00 0.0000000E+00 -0.2000000E-01
REACTIONS
NODE RX RY RZ RALPHA RBETA RGAMA
/N/ /N/ /N/ /NM/ /NM/ /NM/
1 -0.2000000E+05 0.1200000E+03 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.7000000E+02
EQUILIBRIUM OF FORCES AND REACTIONS
SUM OF FORCES /N/ SUM OF REACTIONS /N/
DIRECTION X: 20000.00 -20000.00
DIRECTION Y: -120.00 120.00
DIRECTION Z: 0.00 0.00
STRESSES AT GAUSSPOINTS
IE KSI - ETA KSI - ZETA SIG-KSI /SIG-ETA/ /SIG-ZETA/ TAU-K
[M] [M] [MPA] [MPA] [MPA] [MPA]
1
0.0000E+00 0.0000E+00 100.00 105.00 0.00 0.00
2
0.0000E+00 0.0000E+00 100.00 64.69 0.00 0.00
3
0.0000E+00 0.0000E+00 100.00 33.75 0.00 0.00
4
0.0000E+00 0.0000E+00 100.00 12.19 0.00 0.00
2TH LOAD CASE
DISPLACEMENTS
NODE U V W ALPHA BETA GAMA
/M/ /M/ /M/ /RAD/ /RAD/ /RAD/
1 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00
2 0.1250000E-03 -0.1418457E-02 0.8769531E-02 0.0000000E+00 -0.6437500E-01 -0.1050781E-01
3 0.2500000E-03 -0.4882812E-02 0.2968750E-01 0.0000000E+00 -0.9875000E-01 -0.1656250E-01
4 0.3750000E-03 -0.9426270E-02 0.5642578E-01 0.0000000E+00 -0.1125000E+00 -0.1933594E-01
5 0.5000000E-03 -0.1437500E-01 0.8500000E-01 0.0000000E+00 -0.1150000E+00 -0.2000000E-01
REACTIONS
NODE RX RY RZ RALPHA RBETA RGAMA
/N/ /N/ /N/ /NM/ /NM/ /NM/
1 -0.2000000E+05 0.1200000E+03 -0.2100000E+03 0.0000000E+00 0.1100000E+03 0.7000000E+02
EQUILIBRIUM OF FORCES AND REACTIONS
SUM OF FORCES /N/ SUM OF REACTIONS /N/
DIRECTION X: 20000.00 -20000.00
DIRECTION Y: -120.00 120.00
DIRECTION Z: 210.00 -210.00
STRESSES AT GAUSSPOINTS
IE KSI - ETA KSI - ZETA SIG-KSI /SIG-ETA/ /SIG-ZETA/ TAU-K
[M] [M] [MPA] [MPA] [MPA] [MPA]
1
0.0000E+00 0.0000E+00 100.00 105.00 330.00 0.00
2
0.0000E+00 0.0000E+00 100.00 64.69 191.25 0.00
3
0.0000E+00 0.0000E+00 100.00 33.75 90.00 0.00
4
0.0000E+00 0.0000E+00 100.00 12.19 26.25 0.00
* END OF STR3 *
TOTAL CPU: 00:00:00