Element types used in the model: BEAM188

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

   FINISH
   ~CFCLEAR,,1
   NomFile='CFVR7304'
 /TITLE, %NomFile%, Shear checking according to ASME BPVC III subsection NF

! -------------------------------------------------------------------------------------
! Initial data
! -------------------------------------------------------------------------------------
! CivilFEM SETUP
~CFACTIV,NUCL,Y
~CODESEL,ASME_NF,EC2-91,EC2-91,,EC8-94

/PREP7

ET,1,Beam188,,,2

~CFMP,1,LIB,STEEL,ASTM,A441
~SSECLIB,1,1,54,1   ! HP 14x117
~SECMDF,1,ASMENFPR,CT,,0.85
~MEMBPRO,1,ASME_NF,ALL,5.0,1.0,1.0,1.0,1.0,1.0,1.0,1,0,1
~BMSHPRO,1,BEAM,1,1,,,188,1,1,,Beam 1

N,1,
N,2,5
E,1,2

/SHRINK,0
/ESHAPE,1.0

EPLOT

D,1,ALL

F,2,FY,10000000
F,2,FZ,10000000

/SOLU
SOLVE

/POST1
~CFSET,0,1,LAST,

~CHKSTL,SHEAR

!--------------------------------------------------------------------------------------
! 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) = 'FV'
  LABEL(2,1) = 'CRT_SHZ'
  LABEL(3,1) = 'CRT_SHY'
  LABEL(4,1) = 'CRT_TOT'

! Correct values
  VALUE(1,1)=126863535
  VALUE(2,1)=5.10
  VALUE(3,1)=10.68
  VALUE(4,1)=10.68

! Comparison
 ~PLLSSTL,FV
 *GET,VALUE(1,2),ELEM,1,ETAB,CFETAB_I
 ~PLLSSTL,CRT_SHZ
 *GET,VALUE(2,2),ELEM,1,ETAB,CFETAB_I
 ~PLLSSTL,CRT_SHY
 *GET,VALUE(3,2),ELEM,1,ETAB,CFETAB_I
 ~PLLSSTL,CRT_TOT
 *GET,VALUE(4,2),ELEM,1,ETAB,CFETAB_I

! Warning and error tolerances
  TOLER( 1, 1)= 1E+00   $ TOLER( 1, 2)= 1E+00	! Rounding error accepted
  TOLER( 2, 1)= 1E-02   $ TOLER( 2, 2)= 1E-02	! Rounding error accepted
  TOLER( 3, 1)= 1E-03   $ TOLER( 3, 2)= 1E-03
  TOLER( 4, 1)= 1E-03   $ TOLER( 4, 2)= 1E-03

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