By Design Function
Contents
An index listing of all data tables available throughout the program sorted by the Design Function. The table 'short name' is shown in square brackets.
Data tables might be inaccessible or even not be shown, depending on the program version (educational or professional) and/or the available program modules.
Design function 1: Project Definition
•No data tables present
Design function 2: Pipeline Configuration
•Pipeline origin [ORIGIN]
•Pipeline polygon points [POLYDIF]
•Pipeline connections [CONNECT]
•Pipeline Tee configurations [TEECONF]
•Steel-in-Steel sections [SISSECT]
•Steel-in-Steel partially restrained connections [SISPRC]
•Pipeline joints [PIPES]
•External supports specifications [SUPPORT]
•Ground level [G-LEVEL]
•(Ground) water level [W-LEVEL]
•Additional idents [ADIDENT]
•Element groups [GROUPS]
•Polygon point data [SHAPEP]
•Bend location data [SHAPEB]
•Polygon subdivision data [LENGTH]
•Nodes [NODES]
•Elements of pipeline [ELEMNTS]
•Connections data [CONDATA]
•Tee configuration data [T-CDATA]
•Mitre bends configuration data [M-CDATA]
•Vertical profile data [PROFILE]
•Identification names [IDENTS]
•Element groups [GRELEM]
•Element/node groups [AVGRPS]
Design function 3.1: Pipe Data
•Material location [MATL]
•Isotropic materials [ISTROP]
•Stress-strain relation [SIGEPS]
•Anisotropic materials [ANTROP]
•Outer diameter [DIAM]
•Wall thicknesses [WALL]
•Tee specifications [TEESPEC]
•Deadweight [DEADW]
•Pipe coatings & Medium in Pipe [COATING]
•Pipe material data [PIPEMAT]
•Pipe material plasticity data [PIPEPLS]
•Pipe dimension data [PIPEDIM]
•Medium & Coating Layers [CLAYERS]
•Tee data [T-SDATA]
Design function 3.2: Soil Data
•Horizontal soil stiffness [KLH]
•Downward vertical soil stiffness [KLS]
•Upward vertical soil stiffness [KLT]
•Pipe-soil friction [F]
•Displacement at maximum soil friction [UF]
•Sub-soil bearing capacity [RVS]
•Ultimate top soil reaction [RVT]
•Ultimate horizontal soil reaction [RH]
•Uncertainty factors [UNCER]
•Free displacement space [SLACK]
•Displacement-soil reaction curve shape [SLCURVE]
•Lateral soil mechanical data [LATSOIL]
•Pipe-soil friction data [AXSOIL]
Design function 3.3: Model Boundary
•Start/end nodes boundary conditions [ENDPTS]
•Linear elastic support properties [ELSPRS]
•Table spring support data [TFSPRS]
•Joint characteristics [JOINTS]
•Joint stiffnesses [JNTSPRS]
•Conditions along pipe axis [CONDI]
•Joint characteristics [J-SDATA]
Design function 4.1: Wave/Current Loading
•Environmental loads [ENVLOAD]
•Wave data [WAVE]
•Current data [CURRENT]
•Current profile(s) [CURPROF]
•Hydrodynamic force coefficients [C-DML]
•Dynamic amplification parameters [DYNAMPL]
•Stream disturbing members [DISMEM]
•Environmental weight properties [PROPENV]
•Hydrodynamic force coefficients [HYDROCO]
•Wave profile elevation points [WAPROF]
•Wave/current velocities and accelerations [VELACC]
•Hydrodynamic force amplification factors [AMPLFAC]
•Hydrodynamic forces on pipeline [WAFOR]
Design function 4.2: Pipeline Loading
•Internal overpressure [PRESS]
•Temperature differences [TEMP]
•Soil displacement in X-direction [SETX]
•Soil displacement in Y-direction [SETY]
•Soil displacement in Z-direction [SETZ]
•Vertical soil subsidence [SUBSIDE]
•Locations of nodal point loads [NODALL]
•Load-components of nodal point loads [NODALS]
•Locations of focussed nodal point loads [FOCUSL]
•Specified pipeline loads [LOADATA]
Design function 5: Pipeline Behaviour
•Loading combinations [LOCASE]
•Loading combinations (Belgian Law, ASME B31.8) [LOADSET]
•Non-linear elastic soil iteration control [SOILCTL]
•Geometrically non-linear iteration control [GEOMCTL]
•Displacements [DISPLAC]
•Overall internal forces [INTFOR]
•Overall soil reaction forces [SOILREA]
•Overall external support reaction forces [SUPREA]
•Bend stiffness reduction & stress intensification [BENDFAC]
•Bend elements data [BENDELM]
•Tee data with stress intensification factors [TEEFAC]
•Global node coordinates of displaced pipeline [DISCOOR]
•Displacements in joints [DISPJNT]
•Primary cross-sectional deformations [DEFORM]
•Free spans above ground [FREESPN]
•Iteration data [ITMON]
•Iteration check list [ITCHECS]
•Specified loads active on elements [E-LOAD]
•Applied settlement loads [S-LOAD]
•Active specified nodal loads [N-LOAD]
•Applied wave & current loads [W-LOAD]
Design function 6.1: Cross-Section Data
•Neutral or real top soil load [SOILNB]
•Extra loads on top soil [TOPLOAD]
•Horizontal soil support / Vertical soil load [LAMBDA]
•Soil support angle functions [SUPANG]
•Horizontal soil support pressure [SOILSUP]
•Cross-sectional data [CROSDAT]
•Additional cross-sectional loads [ADDCROS]
•Additional & total support forces [ADDSUP]
•Resulting pipeline spans [SPANS]
•Elements with primary membrane stresses [PRIMSEL]
•Deformation redistribution (soil loads) [W-REDIS]
•Deformation redistribution (soil loads with top loads) [T-REDIS]
•Deformation redistribution (ovalising section model) [B-REDIS]
Design function 6.2: Cross-Section Behaviour {General, Material Linear}
•Cross-sections to be calculated [SECTION]
•Weighing factors stress components [SWEIGH]
•General cross-sectional data [CSGEN]
•Cross-sectional loading data [CSLOAD]
•Weighing multiplication factors [CSWEIGH]
•Maximum radial deformations [RDPLMAX]
•Maximum check stresses [CSTRMAX]
•Maximum stresses in straight pipe sections [PSTRMAX]
•Maximum stresses in bends [BSTRMAX]
•Maximum stresses (lateral loadings) [RSTRMAX]
•Maximum total stresses [TSTRMAX]
•Maximum principal stresses [MSTRMAX]
•Maximum alternating yield check stress [ASTRMAX]
•Detailed radial deformations [RDISPLC]
•Detailed check stresses [CSTRESS]
•Detailed stresses in straight pipe sections [PSTRESS]
•Detailed stresses in bends [BSTRESS]
•Detailed stresses (lateral loadings) [RSTRESS]
•Detailed total stresses [TSTRESS]
•Detailed principal stresses [MSTRESS]
•Detailed alternating yield check stresses [ASTRESS]
Design function 6.2: Cross-Section Behaviour {General, Material Non-Linear}
•Cross-sections to be calculated [SECTION]
•General cross-sectional data [CSGEN]
•Cross-sectional loading data [CSLOAD]
•Maximum radial deformations [RDPLMAX]
•Maximum check strains [CEPSM]
•Maximum strains at inner wall face [INEPSM]
•Maximum mid plane of wall strains [MIDEPSM]
•Maximum strains at outer wall face [OUTEPSM]
•Maximum check stresses [CSIGM]
•Maximum stresses at inner wall face [INSIGM]
•Maximum mid plane of wall stresses [MIDSIGM]
•Maximum stresses at outer wall face [OUTSIGM]
•Detailed radial deformations [RLDSPLC]
•Detailed check strains [CEPS]
•Detailed strains at inner wall face [INEPS]
•Detailed mid plane of wall strains [MIDEPS]
•Detailed strains at outer wall face [OUTEPS]
•Detailed check stresses [CSIG]
•Detailed stresses at inner wall face [INSIG]
•Detailed mid plane of wall stresses [MIDSIG]
•Detailed stresses at outer wall face [OUTSIG]
Design function 6.2: Cross-Section Behaviour {NEN 3650-2}
•Cross-sections to be calculated [SECTION]
•Weighing factors stress components [SWEIGH]
•General cross-sectional data [CSGEN]
•Cross-sectional loading data [CSLOAD]
•Weighing multiplication factors [CSWEIGH]
•Maximum radial deformations (NEN 3650-2) [RMAXNEN]
•NEN 3650 maximum unit check stresses [NENSMAX]
•Maximum total stresses [TSTRMAX]
•Maximum principal stresses [MSTRMAX]
•Detailed radial deformations (NEN 3650) [RDPLNEN]
•NEN 3650 detailed unit check stresses [NENSTRS]
•Detailed total stresses [TSTRESS]
•Detailed principal stresses [MSTRESS]
Design function 6.2: Cross-Section Behaviour {Belgian Law}
•Cross-sections to be calculated acc. Belgian Law [SECTBEL]
•General cross-sectional data [CSGENB]
•Cross-sectional loading data [CSLOAD]
•Maximum radial deformations [RDPLMAX]
•Belgian Law maximum unit check stresses [SMAXBEL]
•Maximum stresses in straight pipe sections [PSTRMAX]
•Maximum stresses in bends [BSTRMAX]
•Maximum stresses (lateral loadings) [RSTRMAX]
•Maximum total stresses [TSTRMAX]
•Maximum principal stresses [MSTRMAX]
•Detailed radial deformations [RDISPLC]
•Belgian Law detailed unit check stresses [STRSBEL]
•Detailed stresses in straight pipe sections [PSTRESS]
•Detailed stresses in bends [BSTRESS]
•Detailed stresses (lateral loadings) [RSTRESS]
•Detailed total stresses [TSTRESS]
•Detailed principal stresses [MSTRESS]
Design function 6.2: Cross-Section Behaviour {ASME B31.8}
•Cross-sections to be calculated acc. B31.8 [SECT318]
•General cross-sectional data [CSGENB]
•Cross-sectional loading data [CSLOAD]
•Maximum radial deformations [RDPLMAX]
•B31.8 maximum unit check stresses [SMAX318]
•Maximum stresses in straight pipe sections [PSTRMAX]
•Maximum stresses in bends [BSTRMAX]
•Maximum stresses (lateral loadings) [RSTRMAX]
•Maximum total stresses [TSTRMAX]
•Maximum principal stresses [MSTRMAX]
•Detailed radial deformations [RDISPLC]
•B31.8 detailed unit check stresses [STRS318]
•Detailed stresses in straight pipe sections [PSTRESS]
•Detailed stresses in bends [BSTRESS]
•Detailed stresses (lateral loadings) [RSTRESS]
•Detailed total stresses [TSTRESS]
•Detailed principal stresses [MSTRESS]
Tables_Reference (last modified: Jan 25, 2026)