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INPUT

...rmd2.........beam41.I1
;  NELEM NNOD ITED 0 NGD 0 KPER NPER 0  KSS
IP   8    27    4  0  3  0   0    0  0  -1
;  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    0    0
XY N 1:10 X 2*0 2*0.25 2*0.5 2*0.75 2*1
          Y 5*(0 0.02)
EL E 1:8 N =P 1 3 2 =P =Q 12 13 11 =Q =R 3 4 2 =R =S 15 14 13 =S
           =2P =4Q =2R =4S =4P =8Q =4R =8S =6P =12Q =6R =12S
EN
EN
...rpd2.........beam41.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
SV 2 T 6 V -0.01E6               ; ly= -100 N/m
;******************************************************
AS 1 /M 1
  /B 0 N 1 /B 0 C 1 N 2 11
AS 2
  /S 1 E 8 S1
  /S 2 E 2 4 6 8 S2
EN
EN
...srh2.........beam4g1.I3
IP 1
EN
EN
...fefs.........beam4g1.I4
IP 1
EN
EN
...hpp2.........beam4g1.IP
  ;KREST NLC NCYC KMOD KCRP KLARG KCNT KTPR 2*0 LOAD CASE SEQUENCE
IP   1    1    0    0    0    1     0    0  2*0 2
EN
EN
...hpls.........beam4g1.IL
  ;KMET KPOUT NSUBI NITER NINT KTPR
IP   0    1     0     0     0    1
  ; UTOL  RTOL  XTOL
RP    0     0     0
EN
EN
...str2.........beam4g1.I5
;  KLC    0    KOUT  ILC    0   IEL1 IEU1 IEL2 IEU2  0  KPROB KGRAF           
IP  1     0     1     1     0    0    0    0    0    0    2     1            
EN                                                                             
EN