Neutral format is used for linking START-PROF data with other software. Data is saved in a text format (Windows format), allowing export and import of input and output data, which allows data exchange between START-PROF and other software.
To import data from neutral format files, use File > Open, and select Neutral Format File (.ini) in the file type field.
Version |
Property Name |
Full Name |
Notes |
|---|---|---|---|
|
[Title] |
Project name |
|
|
ID |
Unique ID |
Must be unique for each file. 0 - file crated in START-PROF, 1 - file created in other software |
|
Mode |
Mode number |
Mode No. 0,1 |
|
[DescrData] |
Project settings |
|
|
Date |
Analysis date (DD.MM.YYYY). |
|
|
Description |
Object number in START-PROF terminology (string) |
Piping name |
|
Tset |
Ambient temperature (degrees С) |
|
|
Tcold |
Temperature after cooling (degrees С) |
|
|
CalcStartComp |
Single Use Compensator analysis flag |
0 – do not run Single Use Compensator analysis, 1 - run |
|
Tz |
Single Use Compensator welding temperature (degrees С) |
0 – Single Use Compensators absent. |
4.75 |
NormaDoc |
Code property |
0
– RD 10-249-98 section 5.1 |
|
TimeWork |
Design service life (in years) for RD 10-249-98 (sections 5.1, 5.2), GOST 32388-2013 (sustained loads mode), RD 10-400-01 (sustained loads mode). |
In years |
4.63 |
Envir |
Test environment (water, air (gas), testing not done). |
0
– hydraulic test |
|
Ttest |
Test temperature (degrees C) for RD 10-249-98 (sections 5.1, 5.2), GOST 32388-2013 (sustained and occasional loads modes), SNIP 2.05.06-85, SP 36.13330.2012, RD 10-400-01 (sustained loads and sustained modes). |
|
4.77 |
NormaSpring |
Spring selection code |
0 – spring
selection not done |
4.77 |
SpringSelState |
State during spring selection (cold\operation) |
0
– operation |
4.77 |
FlagNorma |
Analysis code flag |
0x1
– seismic analysis |
4.77 |
KOver |
Overload factor for GOST 32388-2013 |
1.2 – 1.4 |
4.78 |
PlacementSoilSup |
Soil model |
0 - old soil model, 1 - new soil model |
4.78 |
CapInAloneNode |
Automatically add caps at free ends |
0 - don't add, 1 - add |
4.78 |
NonUseMinThick |
Use minmum allowable thickness |
0 - don't use, 1 - use |
4.78 |
ModeConstantSel |
Iteration type for constant spring supports |
0, 1 |
4.78 |
IterationMode |
Iteration type for friction and single-directional supports |
0, 1 |
|
[TSpectrum] |
Input for RD 10-249-98 (sections 5.1, 5.2), GOST 32388-2013 (sustained loads mode), RD 10-400-01 (sustained loads mode) |
Temperature cycles |
|
Tmax |
Maximum piping temperature |
|
|
Ncyc |
Temperature cycle number |
The following data are for this cycle |
|
Temp |
Temperature factor |
Correlation of this cycle's temperature range to the maximum temperature range |
|
Frequency |
Cycle frequency in a period |
Integer number |
|
Period |
Cycle period |
0-day, 1-week, 2-month, 3-year |
|
[Section] |
Pipe element |
|
|
SNode |
Start node number |
|
|
ENode |
End node number |
|
4.67 |
ShortName |
Section name |
|
|
Х |
Section projection on the X axis (m) |
Coordinates given for Nodenum_end relative to Nodenum_start |
|
Y |
Section projection on the Y axis (m) |
|
|
Z |
Section projection on the Z axis (m) |
|
|
Diameter |
Pipe diameter (mm) |
|
|
Material |
Pipe material (строка) |
|
|
Method |
Pipe manufacturing method for GOST 32388-2013(sustained and occasional loads modes) |
0 – welded from sheets, 1 – seamless (for SA high pressure analysis, pipes are always considered seamless), 2 – nonferrous metal pipe |
|
NomThickness |
Nominal wall thickness (mm) |
|
|
AllowThickness |
Wall thickness mill tolerance (mm) |
|
|
AllowThicknessCor |
Wall thickness corrosion allowance (mm) |
|
|
P#x |
Design pressure. x - operation mode number (P#0, P#1, P#2...) |
|
|
T#x |
Design temperature (degrees C). x - operation mode number (T#0, T#1, T#2...) |
|
|
WeightP |
Uniform pipe weight per meter, kg |
|
|
WeightI |
Uniform insulation weight per meter, kg |
|
|
WeightF |
Uniform product weight per meter, kg |
|
|
TestPress |
Test pressure (kgf/cm2) |
|
|
KWeldB |
Transverse weld bend quality factor for RD 10-249-98, GOST 32388-2013, RD 10-400-01, GOST Р 55596-2013. |
(0,6…1) |
|
KWeldP |
Longitudinal weld pressure quality factor for RD 10-249-98, GOST 32388-2013, RD 10-400-01, GOST Р 55596-2013. |
(0,6…1) |
4.65 |
KWeldE |
Transverse weld stretch quality factor for GOST Р 55596-2013. |
(0,6…1) |
|
KAver |
Averaging factor for RD 10-249-98 section 5.2, GOST 32388-2013 |
(0…1) |
|
KRest |
Rest factor for RD 10-249-98 section 5.2, GOST 32388-2013 |
(0…1) |
|
KFatigue |
Fatigue failure factor for RD 10-400-01 (sustained loads mode) |
|
4.77 |
Category |
Pipeline category for SNIP 2.05.06-85, SP 36.13330.2012 |
0 – B; 1 – I; 2 – II; 3 – III; 4 – IV |
4.63 |
Fluid |
Product for SNIP 2.05.06-85 and SP 36.13330.2012 |
0
– gas; |
|
Safety1 |
Safety factor for SNIP 2.05.06-85 and SP 36.13330.2012 |
|
|
Safety2 |
Safety factor for SNIP 2.05.06-85 and SP 36.13330.2012 |
|
4.66 |
SafetyKpress |
Pressure safety factor for SNIP 2.05.06-85 and SP 36.13330.2012 |
|
|
KOver |
Overload factor for RD 10-249-98 section 5.2, СА high pressure |
1.2 – 1.4 |
|
WeightLoad |
Additional weight load (kgf/m) |
|
|
LoadX |
Additional non-weight load on the X axis (kgf/m) |
|
|
LoadY |
Additional non-weight load on the Y axis (kgf/m) |
|
|
LoadZ |
Additional non-weight load on the Z axis (kgf/m) |
|
|
Dcasing |
Insulation casing diameter (mm) for RD 10-400-01 (sustained loads mode), RD 10-400-01 (sustained mode), SP 36.13330.2012 and SNIP 2.05.06-85) |
First of buried pipeline properties |
4.62 |
ZStart |
Soil laying depth to pipe axis at section start (m) for RD 10-400-01 (sustained loads and sustained modes), SP 36.13330.2012 and SNIP 2.05.06-85 |
|
4.62 |
ZEnd |
Soil laying depth to pipe axis at section end (m) for RD 10-400-01 (sustained loads and sustained modes), SP 36.13330.2012 and SNIP 2.05.06-85 |
|
4.62 |
SaturationFlag |
Soil flooding flag for SNIP 2.05.06-85 and SP 36.13330.2012 |
0
- do not consider flooding |
4.62 |
SubsidenceFlag |
Soil subsidence flag for RD 10-400-01 (sustained loads and sustained modes), SP 36.13330.2012 and SNIP 2.05.06-85 |
0
- do not consider subsidence |
4.62 |
SaturationDepthS |
Water level to pipe axis at section start (m) for SNIP 2.05.06-85 and SP 36.13330.2012 |
|
4.62 |
SaturationDepthE |
Water level to pipe axis at section end (m) for SNIP 2.05.06-85 and SP 36.13330.2012 |
|
|
casingThickness |
Insulating casing thickness (mm) for RD 10-400-01 (sustained loads mode), RD 10-400-01 (sustained mode), SP 36.13330.2012 and SNIP 2.05.06-85) |
|
|
BFSoil |
Soil code: base for RD 10-400-01 (sustained loads and sustained modes), SP 36.13330.2012 and SNIP 2.05.06-85) |
|
|
BFSoil |
Soil code: backfill for RD 10-400-01 (sustained loads and sustained modes), SP 36.13330.2012 and SNIP 2.05.06-85) |
|
|
- |
outdated property |
|
4.62 |
SubsidenceDepthS |
Soil subsidence to pipe axis at section start |
|
4.62 |
SubsidenceDepthE |
Soil subsidence to pipe axis at section end |
|
4.62 |
InsulType |
Insulation type for RD 10-400-01 (sustained loads and sustained modes), SP 36.13330.2012 and SNIP 2.05.06-85) |
0 - other, 1 - armopenobeton, 2 - polymer concrete, 3 - PUR, 4 - PPM |
|
Nm |
Nm factor for RD 10-400-01 (sustained loads and sustained modes) |
|
|
PadFlag |
Pad type for RD 10-400-01 (sustained loads and sustained modes) |
0 – no padding, 1 – padding present |
4.82 |
[Rigid_element] |
Rigid elemets |
|
4.82 |
SNode |
Start node number |
|
4.82 |
ENode |
End node number |
|
4.82 |
ShortName |
Section name |
|
4.82 |
FlagSetMaterial |
Flag considering temperature elongation of rigid element |
1 - rigid elongate with temperature, 0 - not elongate |
4.82 |
Х |
Section projection on the X axis (m) |
Coordinates given for Nodenum_end relative to Nodenum_start |
4.82 |
Y |
Section projection on the Y axis (m) |
|
4.82 |
Z |
Section projection on the Z axis (m) |
|
4.82 |
Material |
Pipe material (строка) |
|
4.82 |
Method |
Pipe manufacturing method for GOST 32388-2013(sustained and occasional loads modes) |
0 – welded from sheets, 1 – seamless (for SA high pressure analysis, pipes are always considered seamless), 2 – nonferrous metal pipe |
4.82 |
Temp |
Design temperature (degrees C) |
|
4.82 |
WeightP |
Uniform pipe weight per meter, kg |
|
|
[Elbow] |
Elbow/bend |
|
|
NodeNum |
Node number where the elbow is located |
|
|
ElbowType |
Elbow type |
Elbow type |
|
Radius |
Bend radius, mm, |
|
|
Weight |
Weight (kg) |
|
|
Material |
Material |
Material (steel brand) |
|
Method |
Elbow manufacturing method GOST 32388-2013(sustained and occasional loads modes) |
0 – welded from sheets, 1 – seamless |
|
NomThickness |
Nominal wall thickness (mm) |
|
4.62 |
AllowThickness |
Wall thickness mill tolerance (mm) |
for RD 10-249-98, СА high pressure, on neutral side |
4.62 |
AllowThicknessExternal |
Wall thickness mill tolerance - external (mm) |
RD 10-249-98, СА high pressure |
4.62 |
AllowThicknessInternal |
Wall thickness mill tolerance - internal (mm) |
RD 10-249-98, СА high pressure |
|
AllowThicknessCor |
Wall thickness corrosion allowance (mm) |
|
4.62 |
FlagThicknessInternal |
Flag for internal side bending analysis by internal pressure and wall thickness for bends and extruded elbows |
Only
for RD 10-249-98, СА high
pressure |
|
KOval |
Ovalization factor for RD 10-249-98 section 5.2, GOST 32388-2013(sustained and occasional loads modes) |
|
|
KWeldP |
Weld pressure quality factor for RD 10-249-98 (sections 5.1, 5.2), GOST 32388-2013 (sustained and occasional loads modes), RD 10-400-01 (sustained loads and sustained modes) |
(0.6…1) |
|
Safety1 |
Safety factor for SNIP 2.05.06-85 and SP 36.13330.2012 |
|
|
NumFlange |
Flange number |
(0, 1, 2) |
|
NumSections |
Miter number for miter joints |
(0, 1, 2, …, 10) |
|
SeamLocation |
Seam location for extruded bends |
0 - in bend plane, 1 - perpendicular to the bend plane |
4.78 |
AutocalcAngleBendPressure |
Automatically set bend angle used to calculate flexibility factor |
0- don't set automatically, 1 –set automatically |
4.78 |
AngleBendpressure |
Bend angle used to calculate flexibility factor, rad |
|
|
[CurvePipe] |
Long radius bend |
|
|
NodeNum |
Node number where the elbow is located |
|
|
Radius |
Bend radius, mm, |
|
|
Length |
Bend section length, m |
|
|
FlagRadius |
Radius or length flag |
0 - length, 1 - radius |
|
Material |
Material |
Material (steel brand) |
|
NomThickness |
Nominal wall thickness (mm) |
|
|
AllowThickness |
Wall thickness mill tolerance (mm) |
|
|
AllowThicknessCor |
Wall thickness corrosion allowance (mm) |
|
|
WeightP |
Uniform pipe weight (kg/m) |
|
|
WeightI |
Uniform insulation weight (kg/m) |
|
|
WeightF |
Uniform product weight (kg/m) |
|
|
[Elastic bend] |
Prestresses bend |
|
|
NodeNum |
Node number where the elbow is located |
|
|
Radius |
Bend radius, mm, |
|
|
Material |
Material |
Material (steel brand) |
|
NomThickness |
Nominal wall thickness (mm) |
|
|
AllowThickness |
Wall thickness mill tolerance (mm) |
|
|
AllowThicknessCor |
Wall thickness corrosion allowance (mm) |
|
|
WeightP |
Uniform pipe weight (kg/m) |
|
|
WeightI |
Uniform insulation weight (kg/m) |
|
|
WeightF |
Uniform product weight (kg/m) |
|
4.63 |
[MiterJoint] |
Miter joint |
|
4.63 |
NodeNum |
Node number where the miter joint is located |
|
|
[ForgedTee] |
Forged tee |
|
|
NodeNum |
Node number where the tee is located |
|
|
Weight |
Weight (kg) |
|
|
Material |
Material |
|
|
NomThickness |
Nominal run wall thickness (mm) |
|
|
AllowThickness |
Wall thickness mill tolerance магистрали (mm) |
|
|
AllowThicknessCor |
Wall thickness corrosion allowance (mm) |
|
|
NeckHeight |
Crotch height (mm) for RD 10-249-98, GOST 32388-2013, RD 10-400-01. |
|
|
NeckThickness |
Crotch thickness (mm) for RD 10-249-98, GOST 32388-2013, RD 10-400-01. |
|
|
NeckAllowThickness |
Crotch wall thickness mill tolerance (mm) |
|
|
Radius |
Crotch radius (mm) for RD 10-249-98, GOST 32388-2013, RD 10-400-01. |
|
|
KWeldP |
Tee weld pressure quality factor for RD 10-249-98, GOST 32388-2013, RD 10-400-01. |
(0,6…1) |
4.63 |
Length |
Tee run length (mm) |
|
4.63 |
AutoCalcWeight |
Automatic calculation of tee weight |
|
|
[WeldedTee] |
Fabricated tee |
|
|
NodeNum |
Node number where the tee is located |
|
|
Weight |
Weight (kg) |
|
|
Material |
Material |
|
|
Method |
Header manufacturing method for GOST 32388-2013(sustained and occasional loads modes) |
0 – welded from sheets, 1 – seamless |
|
NomThickness |
Nominal run wall thickness (mm) |
|
|
AllowThickness |
Header wall thickness mill tolerance (mm) |
|
|
AllowThicknessCor |
Wall thickness corrosion allowance (mm) |
|
|
BrNomThickness |
Branch nominal wall thickness(mm) |
|
|
BrAllowThickness |
Branch wall thickness mill tolerance (mm) |
|
|
BrHeight |
Branch height (mm) for RD 10-249-98 (sections 5.1, 5.2), GOST 32388-2013(sustained and occasional loads modes), RD 10-400-01 (sustained loads and sustained modes). |
|
|
PadThickness |
Pad thickness (mm) |
|
|
PadWidth |
Pad width (mm) |
|
|
KWeldP |
Tee weld pressure quality factor for RD 10-249-98 (sections 5.1, 5.2), GOST 32388-2013(sustained and occasional loads modes), RD 10-400-01 (sustained loads and sustained modes). |
(0,6…0,8) |
4.63 |
AngleFlag |
Flag for checking the perpendicular placement of branch and run |
0
– run analysis, |
4.63 |
Length |
Tee run length(mm) |
|
4.63 |
AutoCalcWeight |
Automatic calculation of tee weight |
|
|
[Stub-in] |
Stub-in |
|
|
NodeNum |
Node number where the stub-in is located |
|
|
PadThickness |
Pad thickness (mm) |
|
|
PadWidth |
Pad width (mm) |
|
4.63 |
AngleFlag |
Flag for checking the perpendicular placement of branch and run |
0
– run analysis, |
|
[NSTee] |
custom tee |
|
|
NodeNum |
Node number where the custom tee is located |
|
|
[Valve] |
Valve |
|
|
NodeNum |
Node number |
|
|
Length |
Length (mm) |
|
|
Weight |
Weight (kgf) |
|
4.62 |
[Flange] |
Flange pair |
|
4.62 |
NodeNum |
Node number |
|
4.62 |
Length |
Length (mm) |
|
4.62 |
Weight |
Weight (kgf) |
|
|
[GimbalExpJoint] |
Gimbal expansion joint |
|
|
NodeNum |
Node number |
|
|
Compliance |
Flexibility (g/kgf/m) |
|
|
LimitDispl |
Maximum allowable rotation angle, (g) |
|
|
[LateralExpJoint] |
Lateral expansion joint |
|
|
NodeNum |
Node number |
|
|
Compliance |
Flexibility (mm/kgf) |
|
|
LimitDispl |
Maximum allowable lateral movement, (mm) |
|
|
[AxialExpJoint] |
Axial expansion joint |
|
|
NodeNum |
Node number where the expansion joint is located |
|
4.75 |
Type |
Expansion joint type |
Expansion joint type: 0 - One-time, 1 - Bellows, 2 - reserved, 3 - Len. First of expansion joint properties |
|
Area |
Effective area (mm2) |
|
|
Compliance |
Flexibility (mm/kgf) |
|
|
LimitDispl |
Maximum allowable rotation angle, (mm) |
|
|
FlagAngleVerify |
Additional lateral movement check |
|
4.75 |
[AxialExpGlands] |
Slip joint |
|
4.75 |
NodeNum |
Node number where the expansion joint is located |
|
4.75 |
Ffric |
Friction force in expansion joints, (TS) |
|
4.75 |
LimitDispl |
Maximum allowable rotation angle, (mm) |
|
|
[NSExpJoint] |
Custom expansion joint |
|
|
NodeNum |
Node number where the expansion joint is located |
|
|
RestraintTypeN |
Restraint type |
N
– restraint type, between
1 and 6 |
|
Angle_N_X |
Angle with the X axis(degrees) |
|
|
Angle_N_Y |
Angle with the Y axis(degrees) |
|
|
Angle_N_Z |
Angle with the Z axis(degrees) |
|
|
ComplianceN |
Flexibility (mm/kgf – for linear or g/kgf/cm – for rotational restraint) |
|
|
[Cap] |
Cap |
|
|
NodeNum |
Node number |
|
|
[ReducerCon] |
Reducer concentric |
|
|
NodeNum |
Node number |
|
|
Material |
Material |
|
4.77 |
Method |
Header manufacturing method for GOST 32388-2013 (sustained and occasional loads modes) |
0
– welded from sheets, |
|
NomThickness |
Reducer nominal wall thickness at maximum diameter section (mm) |
|
|
AllowThickness |
Reducer wall thickness mill tolerance at maximum diameter section (mm) |
|
|
AllowThicknessCor |
Wall thickness corrosion allowance (mm) |
|
|
Length |
Reducer cone section length (mm) |
|
|
NomThickness2 |
Reducer nominal wall thickness at minimum diameter section (mm) |
|
|
Weight |
Reducer cone section weight (mm) |
|
|
KWeldP |
Reducer longitudinal weld pressure quality factor for RD 10-249-98 (sections 5.1, 5.2), GOST 32388-2013 (sustained and occasional loads modes), RD 10-400-01 (sustained loads and sustained modes). |
(0.6…1.0) |
|
[ReducerExc] |
Reducer eccentric |
|
|
NodeNum |
Node number |
|
|
Material |
Material |
|
4.77 |
Method |
Header manufacturing method for GOST 32388-2013 (sustained and occasional loads modes) |
0
– welded from sheets, |
|
NomThickness |
Reducer nominal wall thickness at maximum diameter section (mm) |
|
|
AllowThickness |
Reducer wall thickness mill tolerance at maximum diameter section (mm) |
|
|
AllowThicknessCor |
Wall thickness corrosion allowance (mm) |
|
|
Length |
Reducer cone section length (mm) |
|
|
NomThickness2 |
Reducer nominal wall thickness at minimum diameter section (mm) |
|
|
Weight |
Reducer cone section weight (mm) |
|
|
KWeldP |
Reducer longitudinal weld pressure quality factor for RD 10-249-98 (sections 5.1, 5.2), GOST 32388-2013 (sustained and occasional loads modes), RD 10-400-01 (sustained loads and sustained modes) |
(0.6…1.0) |
|
Angle |
Angle between displacement and the adjoining section's local Z axis (g) |
(-180…180) |
4.66 |
[Ballast] |
Ballasting weight |
|
4.66 |
NodeNum |
Node number |
|
4.66 |
Length |
Length (mm) |
|
4.66 |
Weight |
Weight (kgf) |
|
|
[Anchor] |
Fixed Anchor |
|
|
NodeNum |
Node number |
|
4.65 |
LimitsFlag |
Support load limits flag |
0
– do not run limit analysis |
4.65 |
Axes |
Coordinate axes for which the limit is set |
0
- global piping
coordinates |
4.65 |
FLx |
Limit along the X axis (kgf) |
|
4.65 |
FLy |
Limit along the Y axis (kgf) |
|
4.65 |
FLz |
Limit along the Z axis (kgf) |
|
4.65 |
MLx |
Moment limit along the X axis (kgf*m) |
|
4.65 |
MLy |
Moment limit along the Y axis (kgf*m) |
|
4.65 |
MLz |
Moment limit along the Z axis (kgf*m) |
|
|
[SLSupport] |
Resting support |
|
|
NodeNum |
Node number |
|
|
KFric |
Friction factor |
(0.3) |
4.65 |
LimitsFlag |
Support load limits flag |
0
– do not run limit analysis |
4.65 |
Axis |
Coordinate axes for which the limit is set |
0
- global piping coordinates |
4.65 |
FLx |
Limit along the X axis (kgf) |
|
4.65 |
FLy |
Limit along the Y axis (kgf) |
|
4.65 |
FLz |
Limit along the Z axis (kgf) |
|
|
[SSupport] |
Variable spring support |
|
|
NodeNum |
Node number |
|
|
Nrod |
Support number |
|
|
Variability |
Load variability (%) |
(35%) |
|
Safety |
Load safety factor |
1…1,3 |
|
OpLoad |
Hanger operation load (kgf) |
|
|
Compliance |
Flexibility (mm/кг) |
|
|
Stiffness |
Stiffness |
|
|
KFric |
Friction factor |
(0.3) |
4.62 |
Type_Lisega |
Spring type |
for LISEGA 20, 28, 29 |
4.77 |
Type_Range |
Allowable subsidence type |
for
LISEGA 1, 2, 3, 4, 5 set
if flexibility is input, |
4.65 |
Test |
Test state: 0 – support
is rigid |
|
|
[SHanger] |
Variable spring hanger |
|
|
NodeNum |
Node number |
|
|
Nrod |
Rod number |
|
|
Variability |
Load variability (%) |
35% |
|
Safety |
Load safety factor |
1…1,3 |
|
OpLoad |
Supporting force (kgf) |
|
|
Compliance |
Flexibility (mm/кг) |
|
|
Lrod |
Rod length (m) |
|
4.62 |
Type_Lisega |
Spring type |
for LISEGA 21, 22, 25, 26 |
4.62 |
Type_Range |
Allowable subsidence type |
for LISEGA 1, 2, 3, 4, 5 set if flexibility is input |
4.65 |
Test |
Test state: 0 – support
is wedged |
|
|
[GuidingSupport] |
Single-directional guide |
|
|
NodeNum |
Node number |
|
4.62 |
KFric |
Friction factor |
(0…1) |
4.67 |
Gap_horz |
Horizontal gap. Distance between pipe surface and support's lateral surface (m) |
|
4.65 |
LimitsFlag |
Support load limits flag |
0
– do not run limit analysis |
4.65 |
Axis |
Coordinate axes for which the limit is set |
0
- global piping coordinates |
4.65 |
FLx |
Limit along the X axis (kgf) |
|
4.65 |
FLy |
Limit along the Y axis (kgf) |
|
4.65 |
FLz |
Limit along the Z axis (kgf) |
|
4.62 |
[GuidingSupport2] |
Double-acting guide |
|
4.62 |
NodeNum |
Node number |
|
4.62 |
KFric |
Friction factor |
(0…1) |
4.67 |
Gap_horz |
Horizontal gap. Distance between pipe surface and support's lateral surface (m) |
|
4.67 |
Gap_vert |
Vertical gap. Distance between pipe surface and support's top (bottom) surface (m) |
|
4.65 |
LimitsFlag |
Support load limits flag |
0
– do not run limit analysis |
4.65 |
Axis |
Coordinate axes for which the limit is set |
0
- global piping coordinates |
4.65 |
FLx |
Limit along the X axis (kgf) |
|
4.65 |
FLy |
Limit along the Y axis (kgf) |
|
4.65 |
FLz |
Limit along the Z axis (kgf) |
|
|
[Hinged_anchor] |
Moment free anchor |
|
|
NodeNum |
Node number |
|
|
|
outdated property |
|
4.65 |
LimitsFlag |
Support load limits flag |
0
– do not run limit analysis |
4.65 |
Axis |
Coordinate axes for which the limit is set |
0
- global piping coordinates |
4.65 |
FLx |
Limit along the X axis (kgf) |
|
4.65 |
FLy |
Limit along the Y axis (kgf) |
|
4.65 |
FLz |
Limit along the Z axis (kgf) |
|
|
[CFSupport] |
Constant force hanger |
|
|
NodeNum |
Node number |
|
|
X |
Projection on the X axis |
|
|
Y |
Projection on the Y axis |
|
|
Z |
Projection on the Z axis |
|
|
[RigidHanger] |
Rigid rod hanger |
|
|
NodeNum |
Node number |
|
|
RodLength |
Rod length (m) |
|
4.65 |
LimitsFlag |
Support load limits flag |
0
– do not run limit analysis |
4.65 |
Axis |
Coordinate axes for which the limit is set |
0
- global piping coordinates |
4.65 |
FLx |
Limit along the X axis (kgf) |
|
4.65 |
FLy |
Limit along the Y axis (kgf) |
|
4.65 |
FLz |
Limit along the Z axis (kgf) |
|
|
[NSRestraint] |
Custom restraint |
|
|
NodeNum |
Node number |
|
4.67 |
GapsFlag |
Consider gaps |
0 - do not consider |
4.65 |
PreCompX |
Custom restraint pre-stretch along the X axis (kgf) |
|
4.65 |
PreCompY |
Custom restraint pre-stretch along the Y axis (kgf) |
|
4.65 |
PreCompZ |
Custom restraint pre-stretch along the Z axis (kgf) |
|
4.65 |
Test |
Test state |
0
– support is wedged |
4.65 |
LimitsFlag |
Support load limits flag |
0
– ограничения do not run |
|
RestraintTypeN |
Restraint type. N - restraint number from 1 to 6 |
Restraint type: |
|
RestrDirectionN |
Restraint type |
0 – linear, 1 – rotational |
|
Angle_N_X |
Angle with the X axis (g) |
|
|
Angle_N_Y |
Angle with the Y axis (g) |
|
|
Angle_N_Z |
Angle with the Z axis (g) |
|
4.65 |
LoadLimit_N |
Restraint load limit (kgf – for linear or kgf*cm – for rotational) |
|
|
Compliance_N |
Elastic restraint flexibility (mm/kgf – for linear or g/kgf/cm – for rotational) |
|
|
KFric_N |
Friction factor for friction restraints |
|
|
RodLength_N |
Rod length (m) for fictitious restraints |
|
4.62 |
[Marker] |
Marker |
|
4.62 |
NodeNum |
Node number |
|
|
[Deformation] |
Node deformation |
|
|
NodeNum |
Node number |
|
|
Compression |
Compression value, mm |
|
|
Tension |
Stretch value, mm |
|
|
NodeNum2 |
Number of adjoining node relative to which the current node is displaced |
First of linear or rotational pipe end displacement properties |
|
LinX |
Linear displacement from equipment heating in operating mode, along the X axis (mm) |
First of linear displacement properties and second of linear pipe end displacement properties |
|
LinY |
Linear displacement from equipment heating in operating mode, along the Y axis (mm) |
|
|
LinZ |
Linear displacement from equipment heating in operating mode, along the Z axis (mm) |
|
|
LinXcold |
Linear displacement from other forces, along the X axis (mm) |
|
|
LinYcold |
Linear displacement from other forces, along the Y axis (mm) |
|
|
LinZcold |
Linear displacement from other forces, along the Z axis (mm) |
|
|
LinXtest |
Linear displacement from equipment heating in test state, along the X axis (mm) |
|
|
LinYtest |
Linear displacement from equipment heating in test state, along the Y axis (mm) |
|
|
LinZtest |
Linear displacement from equipment heating in test state, along the Z axis (mm) |
|
|
AngleX |
Rotational displacement from equipment heating in operating mode, relative to the X axis (degrees) |
First of rotational displacement properties and second of friction and fictitious restraint properties |
|
AngleY |
Rotational displacement from equipment heating in operating mode, relative to the Y axis (degrees) |
|
|
AngleZ |
Rotational displacement from equipment heating in operating mode, relative to the Z axis (degrees) |
|
|
AngleXcold |
Rotational displacement from other forces, relative to the X axis (degrees) |
|
|
AngleYcold |
Rotational displacement from other forces, relative to the Y axis (degrees) |
|
|
AngleZcold |
Rotational displacement from other forces, relative to the Z axis (degrees) |
|
|
AngleXtest |
Rotational displacement from equipment heating in test state, relative to the X axis (degrees) |
|
|
AngleYtest |
Rotational displacement from equipment heating in test state, relative to the Y axis (degrees) |
|
|
AngleZtest |
Rotational displacement from equipment heating in test state, relative to the Z axis (degrees) |
|
|
[Node] |
Node |
|
|
NodeNum |
Node number |
|
4.62 |
ShortNameUse |
Name use flag |
0 - do not display name, 1 - display name |
4.62 |
ShortName |
Name text field, no more than 10 characters |
|
4.62 |
Description |
Full description |
|
4.77 |
BaseNode |
Base node flag |
0
– not base node |
4.77 |
PointX |
X coordinates for base node (m) |
|
4.77 |
PointY |
Y coordinates for base node (m) |
|
4.77 |
PointZ |
Z coordinates for base node (m) |
|
|
ForceX |
Force along the X axis (kgf) |
|
|
ForceY |
Force along the Y axis (kgf) |
|
|
ForceZ |
Force along the Z axis (kgf) |
|
|
MomentX |
Moment around the X axis (kgf*m) |
|
|
MomentY |
Moment around the Y axis (kgf*m) |
|
|
MomentZ |
Moment around the Z axis (kgf*m) |
|
|
ForceWX |
Weight load: force (kgf) |
|
|
MomentWX |
Weight moment around the X axis (kgf*m) |
|
|
MomentWY |
Weight moment around the Y axis (kgf*m) |
|
4.65 |
[Material] |
Material from the database |
|
4.75 |
Version |
Database version |
For current database version, must be 9 |
4.65 |
Name |
Material name |
|
4.75 |
Class |
Material class. Must match the "Classes" field in the Materials database |
|
|
Standard |
Code number |
Number must match the "Statutory Documents" field in the Materials database |
4.71 |
Density |
Density (t/m³) |
|
Properties below are for the following classes of materials: carbon, austenitic alloy, non-austenitic alloy |
|||
4.65 |
Thickness1 |
Sheet thickness for GOST Р 52857.1-2007 (mm) |
|
4.65 |
Thickness2 |
Sheet thickness for GOST Р 52857.1-2007 (mm) |
|
4.67 |
YieldLimit1 |
Yield strength at 20 degrees Celsius (MPa) |
If "version" is not set or equal to 5, for RD 10-249-98 and GOST 32388-2013 seamless material catalog: MPa, for other sections: tc/sq.m |
4.67 |
YieldLimit2 |
Yield strength at 20 degrees Celsius (MPa) |
If "version" is not set or equal to 5, for RD 10-249-98 and GOST 32388-2013 seamless material catalog: MPa, for other sections: tc/sq.m |
4.65 |
Standard |
Must match the "Code" field in the Materials database |
|
4.65 |
Temperature |
Temperature in degrees Celsius appropriate for the following data |
|
4.65 |
Stress_01 |
Allowable stress with input temperature for 10,000 hours for RD 10-249-98 (sections 5.1, 5.2) (MPa) |
|
4.65 |
Stress_10 |
Allowable stress with input temperature for 100,000 hours for RD 10-249-98 (sections 5.1, 5.2) (MPa) |
|
4.65 |
Stress_20 |
Allowable stress with input temperature for 200,000 hours for RD 10-249-98 (sections 5.1, 5.2) (MPa) |
|
4.65 |
Stress_30 |
Allowable stress with input temperature for 300,000 hours for RD 10-249-98 (sections 5.1, 5.2) (MPa) |
|
4.67 |
Stress_30 |
Allowable stress with input temperature for 400,000 hours for RD 10-249-98 (sections 5.1, 5.2) (MPa) |
|
4.67 |
YieldLimit |
Material yield strength with input temperature (MPa) |
If "version" is not set or equal to 5, for RD 10-249-98 and GOST 32388-2013 seamless material catalog: MPa, for other sections: tc/sq.m |
4.67 |
Stress |
Allowable stress with input temperature for RD 10-400-01, GOST Р 55596-2013 (MPa) |
If "version" is not set or equal to 5, for GOST 32388-2013 seamless material catalog: MPa, for other sections: tc/sq.m |
4.67 |
R1 |
Standard resistance R1 with input temperature for SNIP 2.05.06-85 and SP 36.13330.2012 (MPa) |
If "version" is not set or equal to 5, for SNIP 2.05.06-85 and SP 36.13330.2012 - tc/sq.m |
4.67 |
R2 |
Standard resistance R2 with input temperature for SNIP 2.05.06-85 and SP 36.13330.2012 (MPa) |
If "version" is not set or equal to 5, for SNIP 2.05.06-85 and SP 36.13330.2012 - tc/sq.m |
4.65 |
NomStress1 |
Nominal resistance with input temperature for GOST Р 52857.1-2007 (MPa) With thickness equal or less than Thickness1 |
With
thickness equal or less than Thickness1 |
4.65 |
NomStress2 |
Nominal resistance with input temperature for GOST Р 52857.1-2007 (MPa) With thickness equal or less than Thickness2 |
With
thickness equal or less than Thickness2 |
4.65 |
Elasticity |
Elastic modulus (MPa) |
If "version" is not set or equal to 5, for RD 10-249-98 and СА GOST 32388-2013 seamless material catalog: MPa, for other sections: tc/sq.m |
4.65 |
KLEXP |
Thermal expansion factor (1/degrees) |
|
4.65 |
PoissonRatio |
Poisson's Rato |
|
Properties below are for the following classes of materials: fiberglass |
|||
4.73 |
TemperatureGRP |
Temperature, degrees Celsius |
|
4.73 |
DataGRP1 |
σal(0:1) MPa |
|
4.73 |
DataGRP2 |
σal(1:1) MPa |
|
4.73 |
DataGRP3 |
σhl(1:1) MPa |
|
4.73 |
DataGRP4 |
σal(2:1) MPa |
|
4.73 |
DataGRP5 |
σhl(2:1) MPa |
|
4.73 |
DataGRP6 |
Qualified stress for bends, MPa |
|
4.73 |
DataGRP7 |
Qualified stress for tees and reducers, MPa |
|
4.73 |
DataGRP8 |
Axial elastic modulus, MPa |
|
4.73 |
DataGRP9 |
Hoop elastic modulus, MPa |
|
4.73 |
DataGRP10 |
Shear modulus, MPa |
|
4.73 |
DataGRP11 |
Thermal expansion factor (1/degrees) |
|
4.73 |
DataGRP12 |
Poisson's Rato |
|
|
[Soil] |
Soil from the database |
|
|
Code |
Two digit soil number |
|
|
Name |
Soil type name |
outdated property. Not used |
4.67 |
NumName |
Soil type number |
0
– sand |
|
Description |
Description |
|
|
Deformation |
(Tc/sq.m) |
|
|
PoissonRatio |
Poisson's Rato |
|
|
PorosityFactor |
Porosity factor |
|
|
AngleInternalFriction |
Internal friction angle (rad) |
|
|
Weight |
Soil unit weight (tc/m³) |
|
|
Cohesion |
(tc/sq.m) |
|
|
CarryCapacity |
(tc/sq.m) |
|
|
ResistLongDisplFactor |
tc/m³ |
|
|
ParticlesWeight |
Soil particles unit weight (tc/m³) |
|
Each property or section must start on a new line. Properties and their values should be written as:
property_name = property_value
Section / property name |
Full name |
Notes |
|---|---|---|
[Load on equipment in operation state] |
|
|
[Load on equipment in cold state] |
|
|
[Equipment loads during installation] |
|
|
[Load on equipment in test state] |
|
|
Nodenum |
Node number |
|
ForceX_i;j |
Force along the X axis, kgf. i - number of operation mode, j - number of submode. j=-1 means the main mode |
|
ForceY_i;j |
Force along the Y axis, kgf |
|
ForceZ_i;j |
Force along the Z axis, kgf |
|
MomentX_i;j |
Moment around the X axis, kgf*cm |
|
MomentY_i;j |
Moment around the Y axis, kgf*cm |
|
MomentZ_i;j |
Moment around the Z axis, kgf*cm |
|
[Node displacement in cold mode] |
||
[Node displacement in operating mode] |
||
[Node displacement during testing] |
||
Nodenum |
Node number |
|
DisplX_i;j |
Displacements along the X axis, mm |
|
DisplY_i;j |
Displacements along the Y axis, mm |
|
DisplZ_i;j |
Displacements along the Z axis, mm |
|
RotationX_i;j |
Rotation around the X axis, degrees |
|
RotationY_i;j |
Rotation around the Y axis, degrees |
|
RotationZ_i;j |
Rotation around the Z axis, degrees |
|
[Weight load in nodes for operating mode] |
||
[Force in nodes in cold mode] |
||
[Force in nodes in installation mode] |
||
Element |
Element name |
|
Nodenum_start |
Start node number |
|
Nodenum_end |
End node number |
|
ForceX_start_i;j |
Force along the X axis in start node, kgf |
|
ForceY_start_i;j |
Force along the Y axis in start node, kgf |
|
ForceZ_start_i;j |
Force along the Z axis in start node, kgf |
|
MomentX_start_i;j |
Moment around the X axis in start node, kgf*cm |
|
MomentY_start_i;j |
Moment around the Y axis in start node, kgf*cm |
|
MomentZ_start_i;j |
Moment around the Z axis in start node, kgf*cm |
|
ForceX_end_i;j |
Force along the X axis in end node, kgf |
|
ForceY_end_i;j |
Force along the Y axis in start node, kgf |
|
ForceZ_end_i;j |
Force along the Z axis in start node, kgf |
|
MomentX_end_i;j |
Moment around the X axis in start node, kgf*cm |
|
MomentY_end_i;j |
Moment around the Y axis in start node, kgf*cm |
|
MomentZ_end_i;j |
Moment around the Z axis in start node, kgf*cm |
|
[Expansion joint deformation in operating mode] |
||
[Expansion joint deformation in cold state] |
||
[Expansion joint deformation in cold state] |
||
[One-time compensator deformation at welding temperature] |
Single Use Compensator deformation at welding temperature |
|
Nodenum |
Node number |
|
LinearX_i;j |
Linear deformations along the X axis, mm |
|
LinearY_i;j |
Linear deformations along the Y axis, mm |
|
LinearZ_i;j |
Linear deformations along the Z axis, mm |
|
RotatX_i;j |
Rotational deformations around the X axis, mm |
|
RotatY_i;j |
Rotational deformations around the Y axis, mm |
|
RotatZ_i;j |
Rotational deformations around the Z axis, mm |
|
[Stress in nodes] |
|
|
Element |
Element |
|
Num_start |
Start node |
|
Num_end |
End node |
|
Weight_design |
Design stress from weight load, kgf/cm2 |
|
Weight_allow |
Allowable stress from weight load, kgf/cm2 |
|
All_allow_op_design |
Design stress from all forces in operating mode, kgf/cm2 |
|
All_allow_op_allow |
Allowable stress from all forces in operating mode, kgf/cm2 |
|
All_allow_design |
Design stress from all forces in cold mode, kgf/cm2 |
|
All_allow_allow |
Allowable stress from all forces in cold mode, kgf/cm2 |
|
Test_design |
Design test stress, kgf/cm2 |
|
Test_allow |
Allowable test stress, kgf/cm2 |
|
Fatigue_design |
Design fatigue failure stress, kgf/cm2 |
|
Fatigue_allow |
Allowable fatigue failure stress, kgf/cm2 |
|
Cont |
Long-term fatigue failure factor |
>1 – прочнOSTь не выполняется, <1 – прочнOSTь выполняется |
Defectiveness |
Fatigue quality factor |
>1– прочнOSTь не выполняется, <1– прочнOSTь выполняется |
SNTN |
Hoop stress from standard loads for SNIP 2.05.06-85 and SP 36.13330.2012 (kgf/cm2) |
|
SNT |
Hoop stress from design loads for SNIP 2.05.06-85 and SP 36.13330.2012 (kgf/cm2) |
|
SNR |
Longitudinal axial stress for SNIP 2.05.06-85 and SP 36.13330.2012 (kgf/cm2) |
|
SC |
Main stress in compressed fibers for SNIP 2.05.06-85 and SP 36.13330.2012 (kgf/cm2) |
|
SCE |
Fibreboard stress in compressed fibers for SNIP 2.05.06-85 and SP 36.13330.2012 (kgf/cm2) |
|
SE |
Main stress in stretched fibers for SNIP 2.05.06-85 and SP 36.13330.2012 (kgf/cm2) |
|
SEE |
Fibreboard stress in stretched fibers for SNIP 2.05.06-85 (kgf/cm2) |
|
R1 |
Design stretch-compression resistance for SNIP 2.05.06-85 and SP 36.13330.2012 (kgf/cm2) |
|
R2 |
Design or standard stretch-compression resistance for SNIP 2.05.06-85 and SP 36.13330.2012 (kgf/cm2) |
|
[Insulation stress] |
|
|
Element |
Element |
|
Num_start |
Start node |
|
Num_end |
end node |
|
Tang_trans |
Transverse tangent stress, kgf/cm2 |
|
Tang_long |
Longitudinal tangent stress, kgf/cm2 |
|
Tang_allow |
Allowable tangent stress, kgf/cm2 |
|
Equiv_design |
Design equivalent stress, kgf/cm2 |
|
Equiv_allow |
Allowable equivalent stress, kgf/cm2 |
|
[Spring support properties] |
|
|
Nodenum |
Node number |
|
Load_cold |
Support load in cold mode, kgf |
|
Load_op |
Support load in operating mode, kgf |
|
Load_assem |
Support load in installation mode, kgf |
|
Pre_stretch |
Springs pre-stretch, kgf |
|
Load_change |
Operation and cold load change, % |
|
Spring_num |
Number of spring chains in a support |
|
Observ_disp |
Observable displacements, mm |
|
Spring_struc |
Spring chain structure |
|
SpringNum_1 |
Spring number according to stands |
|
Free_1 |
Spring height in free state, mm |
|
Cold_1 |
Spring height in cold mode, mm |
|
Op_1 |
Spring height in operating mode, mm |
|
Assem_1 |
Spring height in installation mode, mm |
|
Out_1 |
Spring height in pre-stretch state, mm |
|
SpringNum_2 |
Spring number according to stands |
|
Free_2 |
Spring height in free state, mm |
|
Cold_2 |
Spring height in cold mode, mm |
|
Op_2 |
Spring height in operating mode, mm |
|
Assem_2 |
Spring height in installation mode, mm |
|
Out_2 |
Spring height in pre-stretch state, mm |
|
[Vacuum section stability] |
|
|
Element |
Element name |
|
Nodenum_start |
Start node number |
|
Nodenum_end |
End node number |
|
Force_X_start |
Force along the X axis in start node, kgf |
|
Force_Y_start |
Force along the Y axis in start node, kgf |
|
Force_Z_start |
Force along the Z axis in start node, kgf |
|
Moment_X_start |
Moment around the X axis in start node, kgf*cm |
|
Moment_Y_start |
Moment around the Y axis in start node, kgf*cm |
|
Moment_Z_start |
Moment around the Z axis in start node, kgf*cm |
|
Force_X_end |
Force along the X axis in end node, kgf |
|
Force_Y_end |
Force along the Y axis in end node, kgf |
|
Force_Z_end |
Force along the Z axis in end node, kgf |
|
Moment_X_end |
Moment around the X axis in end node, kgf*cm |
|
Moment_Y_end |
Moment around the Y axis in end node, kgf*cm |
|
Moment_Z_end |
Moment around the Z axis in end node, kgf*cm |
|
Ring_type |
Stiffness ring type |
|
Distance |
Spacing between neighboring stiffness rings, m |
|
Material |
Stiffness ring material |
|
Weld_QF |
Weld quality factor |
|
Gauge_t |
Gauge of transverse cross-section of stiffness ring profile, m |
|
Gauge_h |
Gauge of transverse cross-section of stiffness ring profile, m |
|
Gauge_b4 |
Gauge of transverse cross-section of stiffness ring profile, m |
|
Gauge_s4 |
Gauge of transverse cross-section of stiffness ring profile, m |
|
Gauge_s5 |
Gauge of transverse cross-section of stiffness ring profile, m |
|
Gauge_s6 |
Gauge of transverse cross-section of stiffness ring profile, m |
|
to export to neutral format: File > Save As, and select Neutral Format File (.ini) in the file type field
to import from neutral format files: File > Open, and select Neutral Format File (.ini) in the file type field