; NELEM NNOD ITED 0 NGD 0 KPER NPER 0 KSS
IP 4 23 61 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 -0.006 0.006 0
XY N 1:10 X 2*0 2*0.25 2*0.5 2*0.75 2*1
Y 5*(0 0.02)
Z 10*0
EL E 1:4 N =A 1 2 4 3 =A =B 11 13 14 12 =B
=2A =3B =4A =6B =6A =9B
EN
EN
...rpd3.........beam61g1.I2
IP 1
MP 1 T 1 V 2E11 0 0.3 0
LV 1 T 9 V -50 0 0 ; Fx=-1 N
;******************************************************
AS 1 /M 1
/B 0 N 1 /B 0 C 1 3 N 2 11 ; left end
/B 0 C 2 3 N 9 /B 0 C 3 N 10 23 ; right end
/L 1 E 4 L3 ; compressive force
EN
EN
...srh3.........beam61g1.I3
IP 1
EN
EN
...fefs.........beam61g1.I4
IP 1
EN
EN
...geo3.........beam61g1.IG
IP 1
EN
EN
...heig.........beam61g1.IE
;KREST NROOT NITERX KTPR KJAC
IP 1 1 0 0 1
; TOL
RP 0
EN
EN
