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CivilFEM Documentation
CivilFEM Commands Reference
Commands Index
Commands Groups
SESSION Commands
DATABASE Commands
PREP7 Commands
SOLUTION Commands
POST1 Commands
Geotechnical Module Commands
Bridge and Civil Non Linearities Module Commands
Advanced Prestressed Contrete Module Commands
Seismic Analysis Commands
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
~HBSOLVE
~HCLPFCN
~HCLPFST
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
Chapter 1 Introduction
1.1 Introduction
Chapter 2 General Aspects of CivilFEM
2.1 Integration of CivilFEM in ANSYS
2.2 Active Units System
2.3 Active Codes
Chapter 3 Materials
3.1 Introduction
3.2 General Properties
3.3 Specific Material Properties
3.4 Specific Code Properties
3.5 FLAC3D Properties
3.6 Active Properties
3.7 Dependent Material Properties
Chapter 4 Element Types
4.1 Element Types Supported by CivilFEM
Chapter 5 CivilFEM Entities
5.1 General Criteria
5.2 Cross Sections
5.3 Axis Orientation in Beam Sections
5.4 Shell Vertex
5.5 Member Properties
5.6 Beam and Shell Properties
5.7 Solid Sections
Chapter 6 CivilFEM Combinations
6.1 CivilFEM Combinations
6.2 Results Combination in ANSYS and in CivilFEM
6.3 Basic Terminology
6.4 Types of Combination Rules
6.5 Data Groups
6.6 Envelopes
6.7 Concomitance at Load and Model Level
6.8 Comment about Beam188 and Beam189 Elements
6.9 Start State Combinations with Prestressing Tendons
6.10 Calculation of All Possible Load Cases
6.11 Automatic Load Combinations for Standards
Chapter 7 Predesigned Structures
7.1 Introduction
7.2 Frames
Chapter 8 Miscellaneous Utilities
8.1 Structure's Cost and Weight
8.2 Influence Lines
8.3 Solid to Shell
8.4 Concrete Relax Procedure
Chapter 10 A Steel Structures According to Eurocode 3
10 A.1 Scope
10 A.2 Checking Types
10 A.3 Valid Element Types
10 A.4 Valid Cross Section Types
10 A.5 Reference Axis
10 A.6 Data and Results used by CivilFEM
10 A.7 Checking Process
Chapter 10 B Steel Structures According to EA (MV 103)
10 B.1 Scope
10 B.2 Calculation Basis
10 B.3 Compression Check
10 B.4 Tension Check
10 B.5 Bending Check
Chapter 10 C Steel Structures According to British Standard 5950 (1985)
10 C.1 Scope
10 C.2 Checking Types
10 C.3 Valid Element Types
10 C.4 Valid Cross Section Types
10 C.5 Reference Axis
10 C.6 Data and Results used by CivilFEM
10 C.7 Checking Process
Chapter 10 D Steel Structures According to British Standard 5950 (2001)
10 D.1 Scope
10 D.2 Checking Types
10 D.3 Valid Element Types
10 D.4 Valid Cross Section Types
10 D.5 Reference Axis
10 D.6 Data and Results used by CivilFEM
10 D.7 Checking Process
Chapter 10 E Steel Structures According to AISC LRFD 2nd edition
10 E.1 Scope
10 E.2 Checking Types
10 E.3 Valid Element Types
10 E.4 Valid Cross Section Types
10 E.5 Data and Results used by CivilFEM
10 E.6 Checking Process
Chapter 10 F Steel Structures According to GB50017
10 F.1 Scope
10 F.2 Checking Types
10 F.3 Valid Element Types
10 F.4 Valid Cross Section Types
10 F.5 Calculation Basis
10 F.6 Checking Process
Chapter 10 G Steel Structures According to AISC ASD/LRFD 13th edition
10 G.1 Scope
10 G.2 Checking Types
10 G.3 Valid Element Types
10 G.4 Valid Cross Section Types
10 G.5 Data and Results used by CivilFEM
10 G.6 Checking Process
Chapter 10 H Steel Structures According to CTE DB SE A
10 H.1 Scope
10 H.2 Checking Types
10 H.3 Valid Element Types
10 H.4 Valid Cross Section Types
10 H.5 Reference Axis
10 H.6 Data and Results used by CivilFEM
10 H.7 Checking Process
Chapter 10 I Steel Structures According to AISC ASD 9th Edition
10 I.1 Scope
10 I.2 Checking Types
10 I.3 Valid Element Types
10 I.4 Valid Cross Section Types
10 I.5 Data and Results used by CivilFEM
10 I.6 Checking Process
Chapter 10 J Steel Structures According to ANSI/AISC N690 1994
10 J.1 Scope
10 J.2 Checking Types
10 J.3 Valid Element Types
10 J.4 Valid Cross Section Types
10 J.5 Data and Results used by CivilFEM
10 J.6 Checking Process
Chapter 10 K Steel Structures According to ASME BPVC III Subsection NF
10 K.1 Scope
10 K.2 Checking Types
10 K.3 Valid Element Types
10 K.4 Valid Cross Section Types
10 K.5 Calculation Basis
10 K.6 Checking Process
Chapter 10 L Steel Structures According to ANSI/AISC N690 06
10 L.1 Scope
10 L.2 Checking Types
10 L.3 Valid Element Types
10 L.4 Valid Cross Section Types
10 L.5 Data and Results used by CivilFEM
10 L.6 Checking Process
Chapter 10 M Steel Structures According to AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (2010 and 2012)
10 M.1 Scope
10 M.2 Checking Types
10 M.3 Valid Element Types
10 M.4 Valid Cross Section Types
10 M.5 Data and Results used by CivilFEM
10 M.6 Checking Process
Chapter 10 N Steel Structures According to Indian Standard 800 (2007)
10 N.1 Scope
10 N.2 Checking Types
10 N.3 Valid Element Types
10 N.4 Valid Cross Section Types
10 N.5 Data and Results used by CivilFEM
10 N.6 Checking Process
Chapter 10 O Steel Structures According to AISC ASD/LRFD 14th edition
10 O.1 Scope
10 O.2 Checking Types
10 O.3 Valid Element Types
10 O.4 Valid Cross Section Types
10 O.5 Data and Results used by CivilFEM
10 O.6 Checking Process
Chapter 10 P Steel Structures According to AISC ASD/LRFD 15th edition
10 P.1 Scope
10 P.2 Checking Types
10 P.3 Valid Element Types
10 P.4 Valid Cross Section Types
10 P.5 Data and Results used by CivilFEM
10 P.6 Checking Process
Chapter 11 A Reinforced Concrete Beams (Part I)
11 A.1 Introduction
11 A.2 Predesign of Rectangular Sections
11 A.3 3D Interaction Diagram
11 A.4 Axial Load and Biaxial Bending Checking
11 A.5 Axial Load and Biaxial Bending Design (Reinforcement Factor)
11 A.6 Axial Load and Biaxial Bending Design (Reinforcement Amount)
11 A.7 Calculation Codes
11 A.8 Previous Considerations to Shear and Torsion Calculation
11 A.9 Shear and Torsion according to Eurocode 2 (ENV 1992 1 1:1991)
11 A.10 Shear and Torsion according to Eurocode 2 (EN 1992 1 1:2004/AC:2008) and ITER Design Code
11 A.11 Shear and Torsion according to ACI 318 05
11 A.12 Shear and Torsion according to ACI 318 14
11 A.13 Shear and Torsion according to ACI 318 19
Chapter 11 B Reinforced Concrete Beams (Part II)
11 B.1 Introduction
11 B.2 Shear and Torsion according to EHE 98
11 B.3 Shear and Torsion according to EHE 08
11 B.4 Shear and Torsion according to BS8110
11 B.5 Shear and Torsion according to AS3600
11 B.6 Shear and Torsion according to GB50010 2002
11 B.7 Shear and Torsion according to GB50010 2010
11 B.8 Shear and Torsion according to NBR6118
11 B.9 Shear and Torsion according to AASHTO Standard Specifications for Highway Bridges
11 B.10 Shear and Torsion according to Code of Rules 52 101 03 and SP 63.13330.2012
11 B.11 Shear and Torsion according to IS 456
Chapter 11 C Reinforced Concrete Beams (Part III)
11 C.1 Introduction
11 C.2 Shear and Torsion according to ACI 349 01 y ACI 349 06
11 C.3 Shear and Torsion according to ACI 349 13
11 C.4 Cracking Analysis
11 C.5 Cracking Checking according Eurocode 2 (ENV 1992 1 1:1991)
11 C.6 Cracking Checking according Eurocode 2 (EN 1992 1 1:2004/AC:2008) and ITER Design Code
11 C.7 Cracking Checking according to ACI 318 05 and ACI 318 14
11 C.8 Cracking Checking according to EHE (EHE 98 and EHE 08)
Chapter 12 Prestressed Concrete Beams
12.1 Shear and Torsion according to ACI 318 05
12.2 Shear and Torsion according to EHE 08
12.3 Shear and Torsion according to EHE 98
12.4 Shear and Torsion according to Eurocode 2
12.5 Shear and Torsion according to ITER Design Code
12.6 Shear and Torsion according to ACI 318 14
Chapter 13 Concrete Shells
13.1 General Concepts
13.2 Design for Bending Moment and Torsion – Wood Armer Method
13.3 Design under Bending Moment and In Plane Loading – CEB FIP Method
13.4 Design according to the Orthogonal Directions Method
13.5 Design according to the Most Unfavorable Direction Method
13.6 Check and Design for Out of Plane Shear Loadings according to Eurocode 2 (ENV 1992 1 1:1991)
13.7 Check and Design for Out of Plane Shear Loadings according to Eurocode 2 (EN 1992 1 1:2004/AC:2008) and ITER Design Code
13.8 Check and Design for Out of Plane Shear Loadings according to EHE 98
13.9 Check and Design for Out of Plane Shear Loadings according to EHE 08
13.10 Check and Design for Out of Plane Shear Loadings according to Code of Rules 52 101 03 and SP 63.13330.2012
13.11 Check and Design for Out of Plane Shear Loadings according to ACI 318 05
13.12 Check and Design for Out of Plane Shear Loadings according to ACI 318 14
13.13 Check and Design for Out of Plane Shear Loadings according to ACI 318 19
13.14 Check and Design for Out of Plane Shear Loadings according to ACI 349 01 and ACI 349 06 (Reinforced Concrete)
13.15 Check and Design for Out of Plane Shear Loadings according to ACI 349 13 (Reinforced Concrete)
13.16 Check and Design for In plane Shear Loadings according to ACI 349 01and ACI 349 06
13.17 Check and Design for In plane Shear Loadings according to ACI 349 13
13.18 Check and Design according to ACI 359 04 (Reinforced Concrete)
13.19 Check and Design according to ACI 359 04 (Prestressed Concrete)
13.20 Cracking Checking according Eurocode 2 (EN 1992 1 1:2004/AC:2008)
13.21 Cracking Checking according to ACI 318 05, ACI 318 14 and ACI 318 19
13.22 Cracking Checking according to Code of Rules 52 101 03 and SP 63.13330.2012
Chapter 14 Seismic Design
14.1 Introduction
14.2 Spectrum Calculation according to Eurocode 8 (ENV 1998 1 1:1994)
14.3 Spectrum Calculation according to Eurocode 8 (EN 1998 1:2004)
14.4 Spectrum Calculation according to NCSE 94
14.5 Spectrum Calculation according to NCSE 02
14.6 Spectrum Calculation according to GB50011
14.7 Spectrum Calculation according to GB50011 2010
14.8 Spectrum Calculation according to IT3274
14.9 Spectrum Calculation according to AASHTO LRFD Bridge Design Specifications
14.10 Spectrum Calculation according to EAK 2000
14.11 Spectrum Calculation according to CALTRANS Seismic Design Criteria
14.12 Spectrum Calculation according to the Uniform Building Code (1997)
14.13 Spectrum Calculation according to PS 92
14.14 Spectrum Calculation according to the Indian Standard 1893
14.15 Modal Analysis of the Structure
14.16 Modes Combination
14.17 Push Over Analysis
14.18 Seismic Safety Margin
Chapter 15 Exporting Utilities
15.1 Exportation and Graphical Representation of Arrays in Microsoft Excel
15.2 Export Arrays to HTML or ASCII
15.3 Import from Revit
Chapter 16 Integration with FLAC3D
16.1 Integration with FLAC3D
16.2 Decomposition of a Tetrahedral Mesh into Hexahedral Elements
Chapter 17 A Geotechnical Module and Foundations Module (part I)
17 A.1 Introduction
17 A.2 Definition of Layered Soils
17 A.3 Ballast Module
17 A.4 Retaining Walls 1 ½ D
17 A.5 Slope Stability
17 A.6 Mohr Coulomb Plasticity Model
17 A.7 Cam Clay Plasticity Model
17 A.8 Hoek and Brown's Failure Criteria
17 A.9 Seepage
17 A.10 Earth Pressures
17 A.11 Terrain Initial Stress
Chapter 17 B Geotechnical and Foundations Module (Part II)
17 B.1 Pile Caps
17 B.2 Micropiles
Chapter 17 C Geotechnical and Foundations Module (Part III)
17 C.1 Introduction
17 C.2 3D Tunnels Generation
17 C.3 2D Tunnels Generation
Chapter 18 A Bridge and Civil Non Linearities Module (Part I)
18 A.1 Introduction
18 A.2 Types of Elements for Non linear Analyses
18 A.3 CivilFEM Evolutive Analysis of Beams
18 A.4 Creep and Shrinkage
18 A.5 Non Linear Beams
Chapter 18 B Bridge and Civil non Linearities Module (Part II)
18 B.1 Introduction
18 B.2 Element Types
18 B.3 Execution Process
18 B.4 Transverse Cross Sections
18 B.5 Bridge Layout Definition
18 B.6 Solid Modeling and Finite Element Model Generation
18 B.7 Load Definition Structure
18 B.8 Loads Generation
18 B.9 Construction Process
Chapter 20 Advanced Prestressed Concrete Module
20.1 Introduction
20.2 Support Beam
20.3 Tendons Editor
20.4 Prestressing Losses
20.5 2D Interaction Diagram
20.6 Axial Load and Biaxial Bending Checking
20.7 Cracking Checking
20.8 Free Tendons (Independent from Support Beam)
CivilFEM Dialog Boxes
CivilFEM Setup Options
CivilFEM Preprocessor
Material Browser
Cross Sections Explorer
Hot Rolled Steel Cross Sections Library
Shell Vertex Explorer
Member Properties Explorer
Beam and Shell Properties
Solid Section
Predesigned Structures
Trusses
Frames
Polyhedra
Geotechnical Module
Slope Stability Definition
Terrain Explorer
Foundation Results
Retaining Walls
Pile Wailing
Micropiles
2D Tunnels
Bridges and Civil Non Linearities Module
Bridge Sections
Suspension bridges
Arch bridges
Cable stayed bridges
Advanced Prestressed Concrete Module
Tendon Editor
CivilFEM Solution
Bridges and Civil Non Linearities Module
Vehicle Editor
CivilFEM Postprocessor
Stress and Strain Section Plot Results
Interaction Diagram Results
Check Section Results British Standard
Check Section Results Eurocode 3
Load combinations
Geotechnical Module
Slope Stability Results
Seismic Analysis
Spectrum definition by code or standard
Push Over
HTML Interface
TXT Interface
Excel Interface
Import utility
Installation Guides
CivilFEM for ANSYS Installation guide
Installation of CivilFEM license key
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/SBSHOW
ACTMAT
ACTTIME
ALTER
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
BLV;DF
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
BRSCN
BRSDEL
BRSDIV
BRSGEN
BRSKTCH
BRSBOX
BRSLST
BRSMDF
BRSSLAB
BRSTOCS
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
DAHEAD
DASEEP
DEFSPEC
DIMCON
DIMPRS
DIMPRS
DIMSTL
DLHEAD
DLSEEP
EFFPRES
EFSAPPL
EFSCALC
EFSLST
ENVDEF
ENVDEL
ENVELOP
ETHSF
ETHSFE
FL3DRES
FMREAD
FMWRITE
FRMBS
FRMCPY
FRMCR
FRMDEF
FRMDEL
FRMGEN
FRMGT
FRMLDS
FRMLST
FRMMDL
FRMVHS
FRTRCK
GENSPEC
GENTEN
GRCSBS
GRCSCON
GRCSEC3
GRCSSTR
GRSLPD
GRSLPR
GTPD
HBSOLVE
HCLPFCN
HCLPFST
IDHCLPF
ILCLOSE
ILOPEN
ISOBAR
L_MOD
L_SPEC
LINCMB
LINLST
LPRNSOL
LPSOLVE
LSTFMT
MEMBDEL
MEMBGEN
MEMBLST
MEMBPRO
MOD_SF
MODLSOL
P_SPEC
PCCBDEL
PCCBEND
PCCBPA
PCCBST
PCCTMDF
PCDEL
PCEPDEF
PCEPDEL
PCEPGEN
PCEPMDF
PCLOSS
PCPL
PCPLPL
PCPPDEF
PCPPDEL
PCPPGEN
PCPPMDF
PCTNDEF
PCTNDEL
PCTNGEN
PCTNLST
PCTNMDF
PCTYPE
PL2DINT
PL2DPRS
PLCSBS
PLCSCON
PLCSEC3
PLCSSTR
PLFILE
PLHBMAT
PLHCLPF
PLLSCON
PLLSFOR
PLLSPRS
PLLSSTL
PLLSSTR
PLSEEP
PLSHCLP
PLSHCON
PLSHFOR
PLSHPRS
PLSHSTR
PLSHPRS
PLTEND
PR2DINT
PR2DPRS
PRCON
PRFOR
PRHCLPF
PRPRS
PRSHCLP
PRSTL
PRSTR
PUSHDEF
PUSHLST
PUSHMOD
PUSHSLV
RCVWRT
REDEF
REDEL
RETROFT
RNFDEF
RNFMDF
SBBMDEF
SBCANNT
SBCLEAR
SBLST
SBPAR
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
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
UNITS
UPDATE
VARTH
VERIF
VWHTML
VWTXT
VWXLS
WALLANC
WALLGEN
WALLINI
WALLJNT
WALLMOD
WALLSOL
WALLSTP
WATTAB
WEIGHT
WTSLP
WTSOLVE
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DOCUMENTATION
Release 2025
