!*************************************************************************************!
! TITLE: CFVR7510 - Steel checking according to ANSI AISC N690-1994
! SUBTITLE: Bending checking of a cantilever steel beam
!
! DESCRIPTION: A steel cantilever beam with W shape section is subjected  to a uniform
! DESCRIPTION: load of 600 N/m.
! DESCRIPTION:
! DESCRIPTION: Determine the total criterion according to ANSI AISC N690-1994.
! DESCRIPTION:
!
! ELEMENT TYPE: BEAM188
! MODULES:
! UNITS: SI
! KEYWORD1: Beam
! KEYWORD2: Cross Section
! KEYWORD3: Code Checking/Design
! KEYWORD4: Steel
! KEYWORD5: AISC N690-94
!
!*************************************************************************************!

FINISH
~CFCLEAR,,1

   NomFile='CFVR7510'
 /TITLE, %NomFile%, Bending checking according to ANSI AISC N690
! -------------------------------------------------------------------------------------
! Initial data
! -------------------------------------------------------------------------------------
! CivilFEM SETUP
~CFACTIV,NUCL,Y
~CODESEL,N690,EC2-91,EC2-91,,EC8-94

/PREP7

ET,1,Beam188,,,2

~CFMP,1,LIB,STEEL,ASTM,A441
~SSECLIB,1,1,2,1   !IPE A 80
~MEMBPRO,1,N690,ALL,1.5,2,2,1,1
~BMSHPRO,1,BEAM,1,1,,,188,1,1,,Beam 1

  N,1
  N,11,1.5

  FILL,1,11,9,,,1,1,1
  E,1,2

  EGEN,10,1,1

/SHRINK,0
/ESHAPE,1.0

EPLOT

D,1,ALL

SFBEAM,ALL,2,PRES,600

/SOLU
SOLVE

/POST1
~CFSET,0,1,LAST

~CHKSTL,BENDING

!--------------------------------------------------------------------------------------
! DATA CHECK
!--------------------------------------------------------------------------------------
! Data comparison number
  NComp = 6
  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) = 'RE '
  LABEL(2,1) = 'RPG '
  LABEL(3,1) = 'FOB'
  LABEL(4,1) = 'MB '
  LABEL(5,1) = 'FB '
  LABEL(6,1) = 'CRT_TOT'


! Correct values
  VALUE(1,1)=0.0
  VALUE(2,1)=0.0
  VALUE(3,1)=0.0
  VALUE(4,1)=40884312.5
  VALUE(5,1)=78600241.2
  VALUE(6,1)=0.526


! Comparison

 ~PLLSSTL,RE
 *GET,VALUE(1,2),ELEM,1,ETAB,CFETAB_I
 ~PLLSSTL,RPG
 *GET,VALUE(2,2),ELEM,1,ETAB,CFETAB_I
 ~PLLSSTL,FOB
 *GET,VALUE(3,2),ELEM,1,ETAB,CFETAB_I
 ~PLLSSTL,MB
 *GET,VALUE(4,2),ELEM,1,ETAB,CFETAB_I
 ~PLLSSTL,FB
 *GET,VALUE(5,2),ELEM,1,ETAB,CFETAB_I
~PLLSSTL,CRT_TOT
 *GET,VALUE(6,2),ELEM,1,ETAB,CFETAB_I



! Warning and error tolerances
  TOLER( 1, 1)= 1E-03   $ TOLER( 1, 2)= 1E-03
  TOLER( 2, 1)= 1E-03   $ TOLER( 2, 2)= 1E-03
  TOLER( 3, 1)= 1E-03   $ TOLER( 3, 2)= 1E-03
  TOLER( 4, 1)= 1E+05   $ TOLER( 4, 2)= 1E+05	! Rounding error accepted
  TOLER( 5, 1)= 1E+05   $ TOLER( 5, 2)= 1E+05	! Rounding error accepted
  TOLER( 6, 1)= 1E-02   $ TOLER( 6, 2)= 1E-02	! Rounding error accepted

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