/TITLE, Two-element cantilever, cant3.a
     ! W 8 x 31, two, 1 kip loads

/PREP7           ! preprocessor section
f2 = -1e3        ! force at center

ET,1,Beam3       ! Type 3 is beam
R,1,9.1,110,8    ! Area, Iz, height
MP,EX,1,30E6     ! Young-s modulus, steel
MP,GXY,1,11.2E6  ! shear modulus
N,1,0            ! Node 1 at 0
N,2,100          ! Node 2 at 100
N,3,200          ! Node 3 at 200
E,1,2            ! Element 1, nodes 1-2
E,2,3            ! Element 2, nodes 2-3
FINISH           ! preprocessor section

/SOLUTION        ! solution section
antype,static
outpr,basic,1
outpr,nload,1
F,1,FY,f2        ! load at node 1
F,2,FY,f2        ! load at node 2
D,3,ALL,0        ! Fix node 3
/output,Displ,txt,D:\Ansys\   !  displacements
! /output,Displ,txt,U:\win\Ansys\   !  displacements
solve
/PBC,ALL,1
FINISH           ! solution section

/POST1           ! post processor
etable,STR,ls,1,3
/output,Force,txt,D:\Ansys\   !  forces and stresses
! /output,Force,txt,U:\win\Ansys\   !  forces and stresses
pretab
prrsol
FINISH           ! post processor

!    NODE      FX          FY          MZ    
!       3   0.0000      2000.0    -0.30000E+06

!    NODE      UX             UY              ROTZ
!     1          0.       -1.06061        0.757576E-02
!     2          0.       -0.353535       0.606061E-02
!     3     0.00000        0.00000        0.00000    

! EL=       1  NODES=       1       2  MAT=  1    BEAM3
! LOCATION   SMAX        SMIN     
!  1 (I)   0.21166E-11-0.21166E-11
!  2 (J)    3636.4     -3636.4    

! EL=     2  NODES=     2     3  MAT=  1
! LOCATION   SMAX        SMIN
!  1 (I)    3636.4     -3636.4
!  2 (J)    10909.     -10909.