Left

CivilFEM Online Help

Official Websites: CivilFEM | CivilFEM Licenses | Ingeciber | Current downloads

CivilFEM for Ansys: Install | Doc | Verif | Instala | Doc(ES) | PDF | PDF(ES) | Support | Soporte | Class3

CivilFEM Apps for Ansys Workbench: Install | Lic | FAQ | Concrete | Steel | Theory | PDF | Support | Soporte | Class3

CivilFEM powered by Marc: Install | Capabilities | Cap(ES) | Doc | Python | Theory | Verif | PDF | Support | Soporte | Class3

Right

CivilFEM Documentation
CivilFEM Commands Reference
- Commands Index
- A commands
  - ~ACTMAT
  - ~ACTTIME
  - ~ALTER
- B commands
  - ~BLCBDEL
  - ~BLCBEND
  - ~BLCBLD
  - ~BLCBPA
  - ~BLCBST
  - ~BLF2CMB
  - ~BLFDEL
  - ~BLFDF
  - ~BLFLST
  - ~BLPL
  - ~BLPLPL
  - ~BLSA
  - ~BLSB
  - ~BLSEND
  - ~BLSOLVE
  - ~BLSST
  - ~BLSTF
  - ~BLVA
  - ~BLVB
  - ~BLVC
  - ~BLVD
  - ~BLVDEL
  - ~BLVEND
  - ~BLVGEN
  - ~BLVLIB
  - ~BLVLST
  - ~BLVMDF
  - ~BLVR
  - ~BLVST
  - ~BLWRITE
  - ~BMSHDEL
  - ~BMSHGEN
  - ~BMSHLST
  - ~BMSHOFF
  - ~BMSHPRO
  - ~BRAC
  - ~BRADDEL
  - ~BRADDPL
  - ~BRANG
  - ~BRBC
  - ~BRCS
  - ~BRCSOPT
  - ~BRDEF
  - ~BRDELEL
  - ~BRDELPL
  - ~BRGEN
  - ~BRHL
  - ~BRHLDEL
  - ~BRHLMDF
  - ~BRINIP
  - ~BRIQR
  - ~BRMVDL
  - ~BRPD
  - ~BRPLST
  - ~BRSBOX
  - ~BRSCN
  - ~BRSDEL
  - ~BRSDIV
  - ~BRSGEN
  - ~BRSKTCH
  - ~BRSLST
  - ~BRSMDF
  - ~BRSSLAB
  - ~BRSTOCS
- C commands
  - ~CALSERC
  - ~CBDMS
  - ~CFABOUT
  - ~CFACTIV
  - ~CFCLEAR
  - ~CFCONFG
  - ~CFEXIT
  - ~CFFILE2
  - ~CFFL3D
  - ~CFGET
  - ~CFHBRD
  - ~CFHBWR
  - ~CFLSSLV
  - ~CFLSWRT
  - ~CFMP
  - ~CFMPDEL
  - ~CFMPGEN
  - ~CFMPLIB
  - ~CFMPLST
  - ~CFRAPPN
  - ~CFRESUM
  - ~CFSAVE
  - ~CFSET
  - ~CFVGET
  - ~CFVLEN
  - ~CFVMASK
  - ~CHKCON
  - ~CHKPRS
  - ~CHKSTL
  - ~CLPRD
  - ~CMB
  - ~CMBCLR
  - ~CMBDAT
  - ~CMBDEF
  - ~CMBDEL
  - ~CMBINQ
  - ~CMBLST
  - ~CMBMOD
  - ~CMBPRM
  - ~CMBSTAT
  - ~CODESEL
  - ~COMBINE
  - ~COST
  - ~COSTLST
  - ~CPDEF
  - ~CPSTDEF
  - ~CRLTCOM
  - ~CRLTDEF
  - ~CRLTDEL
  - ~CRLTLST
  - ~CRLTUSE
  - ~CSDEL
  - ~CSECDMS
  - ~CSGEN
  - ~CSIQR
  - ~CSLIB
  - ~CSLST
  - ~CSMRG
- D commands
  - ~DAHEAD
  - ~DASEEP
  - ~DEFSPEC
  - ~DIMCON
  - ~DIMPRS
  - ~DIMSTL
  - ~DLHEAD
  - ~DLSEEP
- E commands
  - ~EFFPRES
  - ~EFSAPPL
  - ~EFSCALC
  - ~EFSLST
  - ~ENVDEF
  - ~ENVDEL
  - ~ENVELOP
  - ~ETHSF
  - ~ETHSFE
- F commands
  - ~FL3DRES
  - ~FMREAD
  - ~FMWRITE
  - ~FRMBS
  - ~FRMCPY
  - ~FRMCR
  - ~FRMDEF
  - ~FRMDEL
  - ~FRMGEN
  - ~FRMGT
  - ~FRMLDS
  - ~FRMLST
  - ~FRMMDL
  - ~FRMVHS
  - ~FRTRCK
- G commands
  - ~GENSPEC
  - ~GENTEN
  - ~GRCSBS
  - ~GRCSCON
  - ~GRCSEC3
  - ~GRCSSTR
  - ~GRSLPD
  - ~GRSLPR
  - ~GTPD
- H commands
- I commands
  - ~IDHCLPF
  - ~ILCLOSE
  - ~ILOPEN
  - ~ISOBAR
- L commands
  - ~L_MOD
  - ~L_SPEC
  - ~LINCMB
  - ~LINLST
  - ~LPRNSOL
  - ~LPSOLVE
  - ~LSTFMT
- M commands
  - ~MEMBDEL
  - ~MEMBGEN
  - ~MEMBLST
  - ~MEMBPRO
  - ~MOD_SF
  - ~MODLSOL
- P commands
  - ~P_SPEC
  - ~PCCBDEL
  - ~PCCBEND
  - ~PCCBPA
  - ~PCCBST
  - ~PCCTMDF
  - ~PCDEL
  - ~PCEPDEL
  - ~PCEPDEF
  - ~PCEPGEN
  - ~PCEPMDF
  - ~PCLOSS
  - ~PCPL
  - ~PCPLPL
  - ~PCPPDEL
  - ~PCPPDEF
  - ~PCPPGEN
  - ~PCPPMDF
  - ~PCTNDEL
  - ~PCTNDEF
  - ~PCTNGEN
  - ~PCTNLST
  - ~PCTNMDF
  - ~PCTYPE
  - ~PL2DINT
  - ~PL2DPRS
  - ~PLCSBS
  - ~PLCSCON
  - ~PLCSEC3
  - ~PLCSSTR
  - ~PLFILE
  - ~PLHBMAT
  - ~PLHCLPF
  - ~PLLSCON
  - ~PLLSFOR
  - ~PLLSPRS
  - ~PLLSSTL
  - ~PLLSSTR
  - ~PLSEEP
  - ~PLSHCLP
  - ~PLSHCON
  - ~PLSHFOR
  - ~PLSHPRS
  - ~PLSHSTR
  - ~PLTEND
  - ~PR2DINT
  - ~PR2DPRS
  - ~PRCON
  - ~PRFOR
  - ~PRHCLPF
  - ~PRPRS
  - ~PRSHCLP
  - ~PRSTL
  - ~PRSTR
  - ~PUSHDEF
  - ~PUSHLST
  - ~PUSHMOD
  - ~PUSHSLV
- R commands
  - ~RCVWRT
  - ~REDEF
  - ~REDEL
  - ~RETROFT
  - ~RNFDEF
  - ~RNFMDF
- S commands
  - ~SBBMDEF
  - ~SBCANNT
  - ~SBCLEAR
  - ~SBLST
  - ~SBPAR
  - ~/SBSHOW
  - ~SBSMDEF
  - ~SBSMMDF
  - ~SD2SH
  - ~SEC2DIN
  - ~SEC2DOU
  - ~SECMDF
  - ~SEEPAGE
  - ~SEEPMOD
  - ~SHLDEL
  - ~SHLGEN
  - ~SHLIPSH
  - ~SHLLST
  - ~SHLMDF
  - ~SHLRNF
  - ~SHLSHR
  - ~SHLSTL
  - ~SLDDEL
  - ~SLDLST
  - ~SLDMDF
  - ~SLDSEC
  - ~SLPCIR
  - ~SLPCIRK
  - ~SLPIN
  - ~SLPINK
  - ~SLPLST
  - ~SLPOPT
  - ~SLPPOL
  - ~SLPPWP
  - ~SLPSOL
  - ~SLPTAN
  - ~SLPTANK
  - ~SSECDMS
  - ~SSECLIB
  - ~SSECPLT
  - ~STSTCFT
  - ~STSTDEF
- T commands
  - ~TENLD
  - ~TERDEF
  - ~TERDEL
  - ~TERGEN
  - ~TERLST
  - ~TETHEX
  - ~TIS
  - ~TN2DIN
  - ~TNADDEL
  - ~TNADDPL
  - ~TNADV
  - ~TNGEN
  - ~TNINIP
  - ~TNSKTCH
  - ~TPLST
  - ~TPHASE
  - ~TPOST
  - ~TPSET
  - ~TREFINE
  - ~TRGDEF
  - ~TRGDEL
  - ~TRGLST
  - ~TRGUPT
  - ~TSOLVE
  - ~TSTEP
  - ~TTRUSS
- U commands
  - ~UNITS
  - ~UPDATE
- V commands
  - ~VARTH
  - ~VERIF
  - ~VWHTML
  - ~VWTXT
  - ~VWXLS
- W commands
  - ~WALLANC
  - ~WALLGEN
  - ~WALLINI
  - ~WALLJNT
  - ~WALLMOD
  - ~WALLSOL
  - ~WALLSTP
  - ~WATTAB
  - ~WEIGHT
  - ~WTSLP
  - ~WTSOLVE
CivilFEM Theory Manual
CivilFEM Dialog Boxes
Installation Guides
- CivilFEM for ANSYS Installation guide
- Installation of CivilFEM license key

No matches found

No matches found

~PR2DINT

~PR2DINT, Lab, NUM, KeyIJ, - , NX, MY, MZ, - , MLabel, Lab2, VAL1, VAL2,VAL3

Lists the 2D interaction diagram

POST1: Concrete Checking

Lab1

Label identifying the entity type to be listed.

BEAM	Beam elements
SOLSEC	Solid sections
CROSSEC	Cross section

NUM

Number of entity to be listed. NUM values depend on values assigned to Lab:

*Lab*	*NUM*
BEAM	Number of the Beam element
SOLSEC	Number of the Solid section
CROSSEC	Number of the Cross section

KeyIJ

Beam element end for which will be listed. Ignored for solid sections or cross sections.

I	I section
J	J section

NX, MY, MZ,

Forces and moments to analyze in the selected cross section (Lab = “CROSSEC”)

NX	Axial force.
MY	Y Bending moment.
MZ	Z Bending moment.

MLABEL

Shows an interaction diagram for My, Mz or both.

*MLabel*	Description
*blank*	My + Mz Composition.
MY	My Bending moment only.
MZ	Mz Bending moment only.

Lab2

Label specifying the type of analysis. Defined in ~CHKCON command.

VAL1

Maximum allowable stress in concrete.

VAL2

Maximum allowable stress in longitudinal reinforcement.

VAL3

Type of member (different strength reduction factors for axial compression and axial compression with flexure are used in each case).

If the active code is ACI 318-05:

0	Members with spiral reinforcement (f = 0.70).
1	Other cases (f = 0.65). Default value

If the active code is ACI 349-01:

0	Members with spiral reinforcement (f = 0.75).
1	Other cases (f = 0.70). Default value

Menu Paths

Main Menu > CIVIL Postprocessor > Code Checking > ###### > Beam Results > Interac Diag > 2D List

Where ###### represents the active reinforced concrete code.

¾¾¾¾¾¾¨¾¾¾¾¾¾