; 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.........beam56s1.I2
IP 1
MP 1 T 1 V 2E11 0 0.3 0
SV 1 T 9 V 100E6 -0.1E6 0 ; Fx=20000 N, Fy=-20 N, Fz= 0 N
SV 2 T 9 V 0 0 0.05E6 ; Fx=0 N, Fy=0 N, Fz=10 N
SV 3 T 6 V -0.01E6 ; ly= -100 N/m
SV 4 T 6 V -0.01E6 ; lz= 200 N/m
;******************************************************
AS 1 /M 1
/B 0 N 1
/B 0 C 1 3 N 2 21
/B 0 C 1 2 N 4 24
/B 0 C 1 N 3 22 23
; In-plane loading ly, Fx, Fy
/S 1 E 4 S6
/S 3 E 1:4 S3
;******************************************************
AS 2; Three-dimensional loading ly, lz, Fx, Fy, Fz
/S 1 E 4 S6
/S 2 E 4 S6
/S 3 E 1:4 S3
/S 4 E 1:4 S2
EN
EN
...srh3.........beam56s1.I3
IP 1
EN
EN
...fefs.........beam56s1.I4
IP 1
EN
EN
...str3.........beam56s1.I5
; 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
