Element types used in the model: BEAM4

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

   FINISH
  ~CFCLEAR,,1
   NomFile='CFVR4009'
   /TITLE, %NomFile%, COMBINED SHEAR + TORSION CHECKING ACCORDING TO GB50010

! -------------------------------------------------------------------------------------
! Initial data
! -------------------------------------------------------------------------------------
! CivilFEM SETUP
  ~UNITS,,LENG,M
  ~UNITS,,TIME,S
  ~UNITS,,FORC,kN
 ~CODESEL,,GB50010

! Preprocessor
  /PREP7

! Parameters
  L=1              ! Length in m
  b=.4             ! Cross-section width in m.
  h=.3             ! Depth in m.
  T=0.95*16       ! Torsional moment in Mp*m
  Q=4.7*16        ! Maximum concomitant design shear force in Mp

! Material Definition
 ~CFMP,1,LIB,CONCRETE,GB50010,C25
 ~CFMP,2,LIB,REINF,GB50010,HPB235
 ~CFMP,2,GB_S    ,GAMs    ,,1.10

! Element Type Definition
  ET,1,Beam4                                  ! Element Type 1: 3D Beam

! Cross-section definition
 ~CSECDMS,1,REC,1,0.3,0.4

! Reinforcement definition
 ~RNFDEF,1,TORSION,2, , ,0.10,6, ,16,4  ! Torsional reinfor.
 ~RNFDEF,1,SHEAR,2,0.0,0.0, , , , ,4e-2,6,2,2  ! Shear reinfor.
 ~RNFDEF,1,1,2,4,0,0.0,0.9094E-03  ! Longitudinal reinfor.
 ~RNFMDF,1,1,GC,0.04                 ! Geometrical cover

! Beam properties
 ~BMSHPRO,1,BEAM,1,1,,,4,0,0,,Beam property

! Model Construction
  N,1                                    ! Nodes input
  N,5,L
  FILL,1,5

  E,1,2                                  ! Elements input
  EGEN,4,1,1,1

  D,1,,,,,,ALL                      ! Constraint conditions

/SOLU
  F,5,FY,-Q           ! Vertical force
  F,5,MX,T            ! Torsinal moment
  SOLVE               ! Calculation

/POST1
! Postprocessor
  ~CFSET,,1,1         ! First load step

! Shear in Y & Torsion checking according to GB50010
  ~CHKCON,SHT,BOTH

!--------------------------------------------------------------------------------------
! DATA CHECK
!--------------------------------------------------------------------------------------
! Data Comparison number
  NComp = 9
  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) = 'VRD1'
  LABEL(2,1) = 'VRD2'
  LABEL(3,1) = 'VRD3'
  LABEL(4,1) = 'TRD1'
  LABEL(5,1) = 'TRD2'
  LABEL(6,1) = 'TRD3'
  LABEL(7,1) = 'CRTTRS'
  LABEL(8,1) = 'CRTSHR'
  LABEL(9,1) = 'CRT_TOT'

! Correct values
  VALUE(1,1)=164
  VALUE(2,1)=46.3
  VALUE(3,1)=144
  VALUE(4,1)=24.4
  VALUE(5,1)=6.01
  VALUE(6,1)=12.7
  VALUE(7,1)=1.20
  VALUE(8,1)=0.521
  VALUE(9,1)=1.20

! Comparison
 ~PLLSCON,VRD1
 *GET,VALUE(1,2),ELEM,4,ETAB,CFETAB_J
 ~PLLSCON,VRD2
 *GET,VALUE(2,2),ELEM,4,ETAB,CFETAB_J
 ~PLLSCON,VRD3
 *GET,VALUE(3,2),ELEM,4,ETAB,CFETAB_J
 ~PLLSCON,TRD1
 *GET,VALUE(4,2),ELEM,4,ETAB,CFETAB_J
 ~PLLSCON,TRD2
 *GET,VALUE(5,2),ELEM,4,ETAB,CFETAB_J
 ~PLLSCON,TRD3
 *GET,VALUE(6,2),ELEM,4,ETAB,CFETAB_J
 ~PLLSCON,CRTTRS
 *GET,VALUE(7,2),ELEM,4,ETAB,CFETAB_J
 ~PLLSCON,CRTSHR
 *GET,VALUE(8,2),ELEM,4,ETAB,CFETAB_J
 ~PLLSCON,CRT_TOT
 *GET,VALUE(9,2),ELEM,4,ETAB,CFETAB_J

! Warning and error tolerances
  TOLER( 1,1)= 1E-0 $ TOLER( 1,2)= 1E-0     ! Rounding error accepted
  TOLER( 2,1)= 1E-1 $ TOLER( 2,2)= 1E-1     ! Rounding error accepted
  TOLER( 3,1)= 1E-0 $ TOLER( 3,2)= 1E-0     ! Rounding error accepted
  TOLER( 4,1)= 1E-1 $ TOLER( 4,2)= 1E-1     ! Rounding error accepted
  TOLER( 5,1)= 1E-2 $ TOLER( 5,2)= 1E-2     ! Rounding error accepted
  TOLER( 6,1)= 1E-1 $ TOLER( 6,2)= 1E-1     ! Rounding error accepte2
  TOLER( 7,1)= 1E-3 $ TOLER( 7,2)= 1E-3
  TOLER( 8,1)= 1E-3 $ TOLER( 8,2)= 1E-3
  TOLER( 9,1)= 1E-3 $ TOLER( 9,2)= 1E-3

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