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

/PREP7          ! preprocessor section
m2 = -200e3     ! moment 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
E,1,2           ! Element 1, nodes 1-2
FINISH          ! preprocessor section

/SOLUTION       ! solution section
antype,static
outpr,basic,1
outpr,nload,1
D,1,ALL         ! Fix node 1
F,2,MZ,m2       ! Moment 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    -0.60606E-02

! LOCATION   SMAX        SMIN
!  1 (I)    7272.7     -7272.7
!  2 (J)    7272.7     -7272.7

!  NODE   FX         FY        MZ
!   1    0.        0.       200000.00