!******************************************************************************************************!
! TITLE: CFVR7215 - Bending + Axial force design according to ACI 349
! SUBTITLE: Design a reinforced concrete beam subjected to Bending + Axial force according to ACI 349
!
! DESCRIPTION: A fixed beam which has a I reinforced concrete section is subjected to
! DESCRIPTION: a bending moment of 100 ft-kips.
! DESCRIPTION:
! DESCRIPTION: The aim of the example is to obtain the necessary steel amount according to ACI 349.
!
! ELEMENT TYPE: BEAM4
! MODULES:
! UNITS: BIN
! KEYWORD1: Beam
! KEYWORD2: Cross Section
! KEYWORD3: Code Checking/Design
! KEYWORD4: Reinforced Concrete
! KEYWORD5: ACI 349
!
!******************************************************************************************************!
   FINISH
  ~CFCLEAR,,1
   NomFile='CFVR7215'
 /TITLE,%NomFile%, BENDING + AXIAL FORCE DESIGN ACCORDING TO ACI 349

! -------------------------------------------------------------------------------------
! Initial data
! -------------------------------------------------------------------------------------
! CivilFEM SETUP
 ~CFACTIV,NUCL,Y
 ~UNITS,BIN    ! in, sg, Pound force
 ~CODESEL,EC3-92,ACI349,,,EC8-94

! Preprocessor
  /PREP7

! Material Definition
 ~CFMP,1,LIB,CONCRETE,ACI,fc_4000
 ~CFMP,2,LIB,REINF,ACI,fy_60000

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

! Cross-section definition
 ~CSECDMS,1,I,1,21.56,10,30,2.5,15,5
! Reinforcement definition
 ~RNFDEF,1,1,2,2,0,2.56,1! Total Reinf. Area=1 in^2

! Beam & Shell property
 ~BMSHPRO,1,BEAM,1,1,,,4,1,,,Beam property

! Model Construction
  N,1                                   ! Nodes input
  N,5,200
  FILL,1,5
  E,1,2                                 ! Elements input
  EGEN,4,1,1,1
  D,1,ALL                               ! Boundary conditions

/SOLU
  M=1200000           ! 100 ft-kips bending moment
  F,5,MZ,M
  SOLVE               ! Calculation

/POST1

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

! Bending + Axial design
  ~DIMCON,3DB,,,1,5

!--------------------------------------------------------------------------------------
! DATA CHECK
!--------------------------------------------------------------------------------------
! Data comparison number
  NComp = 2
  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) = 'CRTC2D_I'
  LABEL(2,1) = 'CRTC2D_J'

! Correct values
  VALUE(1,1)=1.00
  VALUE(2,1)=1.271

! Comparison
 ~PLLSCON,CRT_TOT
 *GET,VALUE(1,2),ELEM,4,ETAB,CFETAB_I
 ~PLLSCON,REINFACT
 *GET,VALUE(2,2),ELEM,4,ETAB,CFETAB_J

! Warning and error tolerances
  TOLER( 1, 1)= 3E-02   $ TOLER( 1, 2)= 5E-02
  TOLER( 2, 1)= 1.5E-01 $ TOLER( 2, 2)= 1.5E-01

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