; NELEM NNOD ITED 0 NGD 0 KPER NPER 0 KSS
IP 7 56 56 0 3 0 0 0 0 0
; CRIT SCALE THDEF XL XU YL YU ZL ZU ALPHA
RP 1.01 1 0.01 -0.1 1.1 -0.001 0.021 -0.001 0.011 0
XY N 1:24 X 4*0 6*0.25 6*0.5 6*0.75 2*1
Y =A 2*(0 0.02 0.02 0) =A
=B 2*(0 0.02) =B =A =B
Z =A 2*(0 0 0.01 0.01) =A
=B 4*0.005 =B =A =B
EL E 1 3 N =A 1:8 =A =B 25:36 =B =12A =16B
EL T 61 E 2 4 N =A 9 10 12 11 =A =B 37:40 =B =12A =16B
; transition elements
CN T -3 E 5 1 6 2 1 E 6 2 3 3 1 E 7 3 6 4 1
EN
EN
...rpd3.........beam71s1.I2
IP 1
MP 1 T 1 V 2E11 0 0.3 0
LV 1 T 9 V 1000E3 -1.E3 0 ; Fx=20000 N, Fy=-20 N, Fz= 0 N
LV 2 T 9 V 0 0 0.5E3 ; Fx=0 N, Fy=0 N, Fz=10 N
LV 3 T 6 V -100 ; ly= -100 N/m
SV 1 T 6 V -0.01E6 ; ly= -100 N/m
SV 2 T 6 V -0.01E6 ; lz= 200 N/m
;******************************************************
AS 1 /M 1
/B 0 N 1
/B 0 C 1 3 N 2 25
/B 0 C 1 2 N 4 28
/B 0 C 1 N 3 26 27
; In-plane loading ly, Fx, Fy
/L 1 E 4 L3
/L 3 E 2 4 L2
/S 1 E 1 3 S3
;******************************************************
AS 2; Three-dimensional loading ly, lz, Fx, Fy, Fz
/L 1 E 4 L3
/L 2 E 4 L3
/L 3 E 2 4 L2
/S 1 E 1 3 S3
/S 2 E 2 4 S1
/S 2 E 1 3 S2
EN
EN
...srh3.........beam71s1.I3
IP 1
EN
EN
...fefs.........beam71s1.I4
IP 1
EN
EN
...str3.........beam71s1.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
