/TITLE, Simply supp, uniform load, simpd2.a
     ! W 8 x 31, 3 nodes, 2 elements
     
/PREP7           ! preprocessor section
w2 = 60        ! uniform load

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
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
E,2,3            ! Element 2, nodes 2-3
FINISH           ! preprocessor section

/SOLUTION        ! solution section
antype,static
outpr,basic,1
outpr,nload,1
D,1,UX,0,,,,UY        ! Pin node 1
D,3,UY,0              ! Fix Y at node 3
SFBEAM,ALL,1,pres,w2  ! Load 60 lb/in
/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.           -0.606061E-02
!      2       0.       -0.378788      0.00000
!      3       0.        0.            0.606061E-02

!    EL=     1  NODES=     1     2  MAT=  1
! LOCATION    SMAX        SMIN
!  1 (I)     0.0000      0.0000  
!  2 (J)    10909.      -10909.

!   EL=     2  NODES=     2     3  MAT=  1
! LOCATION   SMAX        SMIN
!  1 (I)    10909.     -10909.
!  2 (J)        0.          0.

!     NODE      FX              FY        
!       1     0.00000         6000.00    
!       3                     6000.00