!*****************************************************************************************************!
! TITLE: CFVR2859 - IS 800-07 test: Shear
! SUBTITLE: Shear checking according to IS 800-07
!
! DESCRIPTION: A pinned-pinned steel beam is subjected to a surface load of 2.75 kN/m.
! DESCRIPTION:
! DESCRIPTION: The beam has a length of 12 m.
! DESCRIPTION: the cross section is a IPE 200.
! DESCRIPTION:
! DESCRIPTION: The beam is made of Fe 430 steel which has a fy of 250000 kN/m<sup>2</sup>.
! DESCRIPTION:
! DESCRIPTION: The aim of the example is to obtain the cross section classification, and shear
! DESCRIPTION: checking criterion according to IS 800-07.
!
! ELEMENT TYPE: BEAM3
! MODULES:
! UNITS: User
! KEYWORD1: Beam
! KEYWORD2: Cross Section
! KEYWORD3: Steel
! KEYWORD4: Code Checking/Design
! KEYWORD5: IS800
!
!*************************************************************************************!
   FINISH
  ~CFCLEAR,,1
   NomFile='CFVR2859'
  /TITLE, %NomFile%, IS800 test: Shear Check

! ---------------------------------------------------------------------------------
! Model definition and solve
! ---------------------------------------------------------------------------------
! CivilFEM Setup: Code & Units
  ~UNITS,,LENG,M
  ~UNITS,,TIME,S
  ~UNITS,,FORC,KN
  ~CODESEL,IS800-07

/PREP7
! Materials
    ~CFMP,1,LIB,STEEL,IS800,Fe 410  

! Element Types
  ET,1,3
! Cross Sections
  ~SSECLIB,1,1,1,7   ! IPE 200

! Beam & Shell properties
  ~BMSHPRO,1,BEAM,1,1,,,3,1,0,

! Nodes
  N, 1
  N,25,12
  FILL, 1,25
! Elements
  E,1,2
  EGEN,24,1,1
  
/SOLU
! Restraints
  D, 1,UX
  D, 1,UY
  D,25,UY
! Apply Load
  SFBEAM,ALL,1,PRES,2.75
! Solve
  SOLVE

/POST1
! Read results
  ~CFSET,,1,1       ! Read the first load step
! Check for Bending
  ~CHKSTL,SHEAR,-Z,PARTIAL  

!--------------------------------------------------------------------------------------
! DATA CHECK
!--------------------------------------------------------------------------------------
  NComp    =  5
  NComp_ch =  0

! Marix 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) = 'CLASS'
  LABEL(2,1) = 'V'
  LABEL(3,1) = 'VD'
  LABEL(4,1) = 'S_AREA'
  LABEL(5,1) = 'CRT_TOT'
! Correct values
!--------------------------------------------------------------------------------------
  VALUE(1,1)=1
  VALUE(2,1)= -16.5
  VALUE(3,1)= 146.962
  VALUE(4,1)=1.120E-3 
  VALUE(5,1)=16.5/146.962

! Obtained values
!--------------------------------------------------------------------------------------
  ~CFGET,VALUE( 1,2),ELEMENT,1,RESULT,CLASS,I
 ~CFGET,VALUE( 2,2),ELEMENT,1,RESULT,V,I
 ~CFGET,VALUE( 3,2),ELEMENT,1,RESULT,VD,I
 ~CFGET,VALUE( 4,2),ELEMENT,1,RESULT,S_AREA,I
 ~CFGET,VALUE( 5,2),ELEMENT,1,RESULT,CRT_TOT,I

! Warning and error tolerances
  TOLER( 1, 1)= 0    $ TOLER( 1, 2)= 0
  TOLER( 2, 1)= 1E-4 $ TOLER( 2, 2)= 1E-4
  TOLER( 3, 1)= 1E-2 $ TOLER( 3, 2)= 1E-2
  TOLER( 4, 1)= 1E-5 $ TOLER( 4, 2)= 1E-5
  TOLER( 5, 1)= 1E-3 $ TOLER( 5, 2)= 1E-3
!--------------------------------------------------------------------------------------
! Results comparison
!--------------------------------------------------------------------------------------
  COMPARA.MAC