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Next: OUTPUT Up: Stability of a column Previous: Hexahedra, BEAM56G1

INPUT

...rmd3.........beam56g1.I1
;  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.........beam56g1.I2
IP 1
MP 1 T 1 V 2E11 0 0.3 0
SV 1 T 9 V  -5000 0 0       ; Fx=-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
  /S 1 E 4 S6      ; compressive force
EN
EN
...srh3.........beam56g1.I3
IP 1
EN
EN
...fefs.........beam56g1.I4
IP 1
EN
EN
...geo3.........beam56g1.IG
IP 1
EN
EN
...heig.........beam56g1.IE
  ;KREST NROOT NITERX KTPR KJAC
IP   1     1     0     0    1
  ; TOL
RP   0
EN
EN
...stab.........beam56g1.IS
IP   1
EN
EN