CFVR8932 - Bending + Axial force checking according to ACI 318 2014
Check a reinforced concrete beam subjected to Bending + Axial force according to ACI 318 2014
A fixed beam which has a I reinforced concrete section is subjected to a bending moment of 250 ft-kips.
The aim of the example is to obtain the check criterion according to ACI 318 2014.
Variation of the problem included in "Notes on ACI 318-95", PCA ASSOCIATION, 1996, page 10-19, EX.10.4
Element types used in the model: BEAM3 Needed CivilFEM Modules: |
|
| Model Statistics | |
| Number of elements | 4 |
| Number of nodes | 5 |
| Number of civil materials | 2 |
| Number of cross sections | 1 |
| Number of shell vertices | 0 |
Log file: CFVR8932.DAT
FINISH ~CFCLEAR,,1 NomFile='CFVR8932' /TITLE,%NomFile%, Bending + Axial force checking according to ACI 318 2014 ! ------------------------------------------------------------------------------------- ! Initial data ! ------------------------------------------------------------------------------------- ! CivilFEM SETUP ~UNITS,BIN !in,sg,Pound force ~CODESEL,,ACI_14 ! Preprocessor /PREP7 ! Material Definition ~CFMP,1,LIB,CONCRETE,ACI,fc_4000 ~CFMP,2,LIB,REINF,ACI,fy_60000 ! Element Type Definition ET,1,Beam3 ! Element Type 1: 2D Beam ! Cross-section definition ~CSECDMS,1,I,1,21.56,10,30,2.5,15,5 ! Reinforcement definition ~RNFDEF,1,1,2,2,0,2.56,3.0 ! Total Reinf. Area=3 in^2 ! Beam & Shell property ~BMSHPRO,1,BEAM,1,1,,,3,1,,,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=3000000 ! 250 ft-kips bending moment F,5,MZ,M SOLVE ! Calculation /POST1 ! Postprocessor ~CFSET,,1,1 ! Read first load step ! Bending + Axial checking for I sections according to ACI ! ~CHKCON,2DB,,1 ~CHKCON,2DB, ,0,0,0,1 ! Plot the interaction diagram ~PL2DINT,BEAM,1,I,,,,,,MZ !-------------------------------------------------------------------------------------- ! 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)=1.014 VALUE(2,1)=1.014 ! Comparison ~PLLSCON,CRT_TOT *GET,VALUE(1,2),ELEM,4,ETAB,CFETAB_I ~PLLSCON,CRT_TOT *GET,VALUE(2,2),ELEM,4,ETAB,CFETAB_J ! Warning and error tolerances TOLER( 1, 1)= 1E-1 $ TOLER( 1, 2)= 1E-1 TOLER( 2, 1)= 1E-1 $ TOLER( 2, 2)= 1E-1 !-------------------------------------------------------------------------------------- ! Results comparison !-------------------------------------------------------------------------------------- COMPARA.MAC |
Results
| Label | Target | CivilFEM | Ratio | Tolerance |
| CRTC2D_I | 1.014 | 1.0148 | 0.999 | 0.1 |
| CRTC2D_J | 1.014 | 1.0148 | 0.999 | 0.1 |
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