/TITLE, Simply supported, load at center simp2.a
     ! W 8 x 31, roller at right

/PREP7           ! preprocessor section
f2 = -6e3        ! 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,2,FY,f2        ! load at node 2
D,1,UX,0,,,,UY   ! Fix X, Y at node 1
D,3,UY,0         ! Fix Y at 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    
!       1   0.0000      3000.0    
!       3               3000.0    

!    NODE      UX           UY            ROTZ
!       1     0.00000     0.00000     -0.454545E-02
!       2     0.00000    -0.303030     0.00000    
!       3     0.00000     0.00000      0.454545E-02

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

!   EL=       2  NODES=       2       3  MAT=  1                                                                                BEAM3
!   LOCATION   SMAX         SMIN     
!    1 (I)    10909.      -10909.    
!    2 (J)   0.42333E-11  -0.42333E-11