!*************************************************************************************!
! TITLE: CFVR7327 - Steel checking according to ASME BPVC III Subsection NF
! SUBTITLE: Tension & bending checking of a cantilever steel beam
!
! DESCRIPTION: A steel cantilever beam with TS box shape section is subjected to a
! DESCRIPTION: tension axial load and a vertical force in both directions at free end.
! DESCRIPTION: Ct reduction coefficient is taken as 0.85
! DESCRIPTION:
! DESCRIPTION: Determine the total criterion according to ASME BPVC III Subsection NF.
! DESCRIPTION:
!
! ELEMENT TYPE: BEAM188
! MODULES:
! UNITS: SI
! KEYWORD1: Beam
! KEYWORD2: Cross Section
! KEYWORD3: Code Checking/Design
! KEYWORD4: Steel
! KEYWORD5: ASME BPVC III NF
!
!*************************************************************************************!

FINISH
~CFCLEAR,,1

   NomFile='CFVR7327'
 /TITLE, %NomFile%, Tension + Bend check ASME BPVC III sub 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,1,1,61,34   !TS 10x10
~MEMBPRO,1,ASME_NF,ALL, 5.0, 2.0, 2.0, 1.0, 1.0, 1.0, 1.0, 1, 0, 1
~BMSHPRO,1,BEAM,1,1,,,188,1,0,,Beam 1

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

/SHRINK,0
/ESHAPE,1.0

EPLOT

D,1,ALL

F,2,FX,100000
F,2,FY,-4000
F,2,FZ,-1000

/SOLU
SOLVE

/POST1
~CFSET,0,1,LAST

~CHKSTL,TEN_BEND

!--------------------------------------------------------------------------------------
! DATA CHECK
!--------------------------------------------------------------------------------------
! Data comparison number
  NComp = 12
  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) = 'CRT_N'
  LABEL( 2,1) = 'QSZ'
  LABEL( 3,1) = 'QAZ'
  LABEL( 4,1) = 'FBZ'
  LABEL( 5,1) = 'CRT_BDZ'
  LABEL( 6,1) = 'QSY'
  LABEL( 7,1) = 'QAY'
  LABEL( 8,1) = 'FBY'
  LABEL( 9,1) = 'CRT_BDY'
  LABEL(10,1) = 'CRT_COM'
  LABEL(11,1) = 'CRT_STR'
  LABEL(12,1) = 'CRT_TOT'

! Correct values
  VALUE( 1,1)=0.2056
  VALUE( 2,1)=1.00
  VALUE( 3,1)=1.0
  VALUE( 4,1)=206843000
  VALUE( 5,1)=0.254
  VALUE( 6,1)=1.00
  VALUE( 7,1)=1.00
  VALUE( 8,1)=206843000
  VALUE( 9,1)=0.0636
  VALUE(10,1)=0.339
  VALUE(11,1)=0.421
  VALUE(12,1)=0.421

! Comparison
 ~CFSET,1
 ~PLLSSTL,CRT_N
 *GET,VALUE(1,2),ELEM,1,ETAB,CFETAB_I
 ~PLLSSTL,QSZ
 *GET,VALUE(2,2),ELEM,1,ETAB,CFETAB_I
 ~PLLSSTL,QAZ
 *GET,VALUE(3,2),ELEM,1,ETAB,CFETAB_I
 ~PLLSSTL,FBZ
 *GET,VALUE(4,2),ELEM,1,ETAB,CFETAB_I
 ~PLLSSTL,CRT_BDZ
 *GET,VALUE(5,2),ELEM,1,ETAB,CFETAB_I
 ~PLLSSTL,QSY
 *GET,VALUE(6,2),ELEM,1,ETAB,CFETAB_I
 ~PLLSSTL,QAY
 *GET,VALUE(7,2),ELEM,1,ETAB,CFETAB_I
 ~PLLSSTL,FBY
 *GET,VALUE(8,2),ELEM,1,ETAB,CFETAB_I
 ~PLLSSTL,CRT_BDY
 *GET,VALUE(9,2),ELEM,1,ETAB,CFETAB_I
 ~PLLSSTL,CRT_COM
 *GET,VALUE(10,2),ELEM,1,ETAB,CFETAB_I
 ~PLLSSTL,CRT_STR
 *GET,VALUE(11,2),ELEM,1,ETAB,CFETAB_I
 ~PLLSSTL,CRT_TOT
 *GET,VALUE(12,2),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+03   $ TOLER( 4, 2)= 1E+03
  TOLER( 5, 1)= 1E-03   $ TOLER( 5, 2)= 1E-03
  TOLER( 6, 1)= 1E-03   $ TOLER( 6, 2)= 1E-03
  TOLER( 7, 1)= 1E-03   $ TOLER( 7, 2)= 1E-03
  TOLER( 8, 1)= 1E+03   $ TOLER( 8, 2)= 1E+03
  TOLER( 9, 1)= 1E-03   $ TOLER( 9, 2)= 1E-03
  TOLER(10, 1)= 1E-03   $ TOLER(10, 2)= 1E-03
  TOLER(11, 1)= 1E-03   $ TOLER(11, 2)= 1E-03
  TOLER(12, 1)= 1E-03   $ TOLER(12, 2)= 1E-03

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