; NELEM NNOD ITED 0 NGD 0 KPER NPER 0 KSS
IP 4 56 56 0 3 0 0 0 0 0
; CRIT SCALE THDEF XL XU YL YU ZL ZU ALPHA
RP 1.01 1 0 -0.1 1.1 -0.001 0.021 -0.001 0.011 0
XY N 1:20 X 4*0 4*0.25 4*0.5 4*0.75 4*1
Y 5*(0 0.02 0.02 0)
Z 5*(0 0 0.01 0.01)
EL E 1:4 N =A 1:8 =A =B 21:32 =B
=4A =8B
=8A =16B
=12A =24B
EN
EN
...rpd3.........beam56g2.I2
IP 1
MP 1 T 1 V 2E11 0 0.3 0
SV 1 T 9 V -1.640E7 0 0 ; undercritical
SV 2 T 9 V -1.645E7 0 0 ; critical force
SV 3 T 9 V -1.745E7 0 0 ; critical force for ITE=56
SV 4 T 9 V -1.750E7 0 0 ; postcritical
NV 1 T 6 V 0 0 0.5 ; perturbation 1 N
;******************************************************
AS 1 /M 1
/B 0 N 24 /B 0 C 1 3 N 22 ; left end
/B 0 C 2 3 N 56 /B 0 C 3 N 54 ; right end
AS 2 /S 1 E 4 S6 /N 1 N 38 40 ; undercritical
AS 3 /S 2 E 4 S6 /N 1 N 38 40 ; critical force
AS 4 /S 3 E 4 S6 /N 1 N 38 40 ; critical force for ITE=56
AS 5 /S 4 E 4 S6 /N 1 N 38 40 ; postcritical
EN
EN
...srh3.........beam56g2.I3
IP 1
EN
EN
...fefs.........beam56g2.I4
IP 1
EN
EN
...hpp3.........beam56g2.IP
;KREST NLC NCYC KMOD KCRP KLARG KCNT KTPR 2*0 LOAD CASE SEQUENCE
IP 1 4 0 0 0 1 0 0 2*0 2 3 4 5
EN
EN
...hpls.........beam56g2.IL
;KMET KPOUT NSUBI NITER NINT KTPR
IP 0 1 0 100 0 1
; UTOL RTOL XTOL
RP 0 0 0
EN
EN
...str3.........beam56g2.I5
; KLC 0 KOUT ILC 0 IEL1 IEU1 IEL2 IEU2 0 KPROB KGRAF
IP 1 0 0 4 0 0 0 0 0 0 2 1
EN
EN
