CFVR7287 - Bending + Axial force checking according to ACI 349 13
Check a reinforced concrete beam subjected to Bending + Axial force according to ACI 349 13
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 349 13. The reinforcement will not be in spiral so "Other cases" option is selected.
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: |
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| 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: CFVR7287.DAT
FINISH ~CFCLEAR,,1 NomFile='CFVR7287' /TITLE,%NomFile%, Bending + Axial force checking according to ACI 349 13 ! ------------------------------------------------------------------------------------- ! Initial data ! ------------------------------------------------------------------------------------- ! CivilFEM SETUP ~UNITS,BIN !in,sg,Pound force ~CODESEL,EC3-05,ACI34913,EC2-08,,EC8-04 ! 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,,0 !Other cases ! 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)=1.017 VALUE(2,1)=1.017 ! 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 | 1.017 | 1.0176 | 0.999 | 0.1 |
| CRTC2D_J | 1.017 | 1.0176 | 0.999 | 0.1 |
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