/TITLE, Simply supp, uniform load, simpd5.a
     ! W 8 x 31, 5 nodes, 4 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,5,200         ! node 5 at 500
FILL,1,5        ! nodes 2-4

E,1,2          ! element 1, nodes 1-2
EGEN,4,1,-1    ! make four elements
FINISH         ! preprocessor section

/SOLUTION      ! solution section
antype,static
outpr,basic,1
outpr,nload,1
D,1,UX,0,,,,UY        ! Pin node 1
D,5,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    0.00000      0.00000     -0.606061E-02
!       2    0.00000     -0.269886    -0.416667E-02
!       3    0.00000     -0.378788     0.178169E-17
!       4    0.00000     -0.269886     0.416667E-02
!       5    0.00000      0.00000      0.606061E-02

! EL=     1  NODES=     1     2  MAT=  1
!                PRESSURES(F/L) =   60.000      60.000
!  LOCATION   SMAX        SMIN
!  1 (I)   0.84666E-11 -0.84666E-11
!  2 (J)    8181.8     -8181.8
!
! EL=     2  NODES=     2     3  MAT=  1
!                PRESSURES(F/L) =   60.000      60.000
! LOCATION   SMAX        SMIN
!  1 (I)    8181.8     -8181.8
!  2 (J)    10909.     -10909.

!    NODE      FX          FY    
!       1    0.00000     6000.00
!       5                6000.00