Element types used in the model: BEAM3

Needed CivilFEM Modules:
Geotechnical Module
Bridges and Civil Non Linearities Module
Advanced Prestressed Concrete Module

   FINISH
  ~CFCLEAR,,1
  NomFile='CFVR1425'
 /TITLE, %NomFile%, Axial+Shear checking according to EHE

! -------------------------------------------------------------------------------------
! Initial data
! -------------------------------------------------------------------------------------
! CivilFEM SETUP
~UNITS,SI
~CODESEL,EC3-92,EHE-98,,,EC8-94

! Preprocessor
  /PREP7

! Parameters
  L=10         ! Length between supports, in m
  b=.3         ! Cross-section width in m.
  h=.5         ! Depth in m.

! Material Definition
 ~CFMP,1,LIB,CONCRETE,EHE,HA-35
 ~CFMP,2,LIB,REINF,EHE,B400S

! Element Type Definition
  ET,1,Beam3                            ! Element Type 1: 2D Beam

! Cross-section definition
 ~CSECDMS,1,REC,1,h,b

! Reinforcement definition
 ~RNFDEF,1,1,2,2,0,0.04,,,16,2,,,4       ! Bot reinf. for bending
 ~RNFDEF,1,2,2,4,0,0.04,,,16,2,,,4       ! Top reinf. for bending

 ~RNFDEF,1,SHEAR,2,0,90.00, , , , ,0.2,10,2,2  ! Shear reinf.

! Code properties definition
 ~SECMDF,1,EHEPROP,RHO1,,5e-003,
! Beam properties
 ~BMSHPRO,1,BEAM,1,1,,,3,,,,Beam Prop.

! Model Construction
  N,1                                   ! Nodes input
  N,21,L
  FILL,1,21
  E,1,2                                 ! Elements input
  EGEN,20,1,1,1

/SOLU
   D,1,ALL            ! Boundary conditions
   F,21,FY,-500
   F,21,FX,-300
   SOLVE              ! Calculation

/POST1

! Postprocessor
  ~CFSET,,1,1       ! Read first load step

! Shear in Y checking according to EHE
  ~CHKCON,SHT,SHEAR

  ~PLLSCON,VU1,1,
  ~PLLSCON,VCU,1,
  ~PLLSCON,VSU,1,
  ~PLLSCON,VU2,1,

!--------------------------------------------------------------------------------------
! DATA CHECK
!--------------------------------------------------------------------------------------
! Data comparison number
  NComp = 4
  NComp_ch = 0

! Matrix dim.
  *DIM,LABEL,CHAR,Ncomp,1
  *DIM,LABEL_CH,CHAR,Ncomp_ch,1
  *DIM,VALUE,,Ncomp,3
  *DIM,VALUE_CH,CHAR,Ncomp_ch,3
  *DIM,TOLER,,Ncomp,2

! Labels
!--------------------------------------------------------------------------------------
  LABEL(1,1) = 'VU1'
  LABEL(2,1) = 'VC1'
  LABEL(3,1) = 'VSU'
  LABEL(4,1) = 'VU2'

! Values in EHE
  VALUE(1,1)=966.0E3
  VALUE(2,1)=59.5E3
  VALUE(3,1)=113E3
  VALUE(4,1)=172.5E3

! Comparison
 ~PLLSCON,VU1
 *GET,VALUE(1,2),ELEM,1,ETAB,CFETAB_J
 ~PLLSCON,VCU
 *GET,VALUE(2,2),ELEM,1,ETAB,CFETAB_J
 ~PLLSCON,VSU
 *GET,VALUE(3,2),ELEM,1,ETAB,CFETAB_J
 ~PLLSCON,VU2
 *GET,VALUE(4,2),ELEM,1,ETAB,CFETAB_J

! Warning and error tolerances
  TOLER( 1, 1)= 1E-05 $ TOLER( 1, 2)= 1E-05
  TOLER( 2, 1)= 1E2   $ TOLER( 2, 2)= 1E2
  TOLER( 3, 1)= 1E5   $ TOLER( 3, 2)= 1E5
  TOLER( 4, 1)= 1E5   $ TOLER( 4, 2)= 1E5

!--------------------------------------------------------------------------------------
! Results comparison
!--------------------------------------------------------------------------------------
  COMPARA.MAC