/TITLE, Name and date here, cant1.a
  ! deflection and stress for
  ! cantilever beam, W8 x 31,

/PREP7           ! preprocessor section
f2 = -3000       ! force at free end

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
TYPE,1           ! element type (ET) 3
MAT,1            ! material property MP 1
REAL,1           ! area R 1
E,1,2            ! element 1, nodes 1-2
FINISH           ! preprocessor section

/SOLUTION        ! solution section
antype,static    ! analysis type is static
outpr,basic,1
outpr,nload,1
D,1,ALL,0        ! node 1 fully constrained
F,2,FY,f2        ! force at node 2
! /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      UX        UY          ROTZ
!     1       0.     0.          0.
!     2       0.    -0.30303    -0.45455E-02

!    NODE      FX          FY        MZ
!       1       0.      3000.0    0.30000E+06

!  EL=   1  NODES=   1    2  MAT=  1  BEAM3
! LOCATION   SMAX        SMIN
!  1 (I)    10909.      -10909.
!  2 (J)   0.42333E-11 -0.42333E-11