The piping stress table gives results for the states required by the selected code.
Stress tables are different depending on the code selected in Project Settings and analysis mode:
Stress from seismic wave propagation effect are described here
You can see stresses only for specific operation mode or maximum stress from all operation modes. If you choose "Maximum' then for every table cell maximum stresses and corresponding allowable stresses are shown from operating mode with the greatest ratio of design stress divided by allowable stress.
Stress is calculated for straight pipes (at the start and end of each element), bends (at the start and end) and tees (in three crosssections). See the "internal forces in piping elements" section. For a more accurate analysis, long buried sections (with the length of more than 150 times the diameter) should be divided by inserting intermediate nodes. It is also recommended to insert intermediate nodes in the middle of the gap between supports for aboveground pipelines, for a more accurate calculation of stress.
If option "Show Equations" is checked then if you put the mouse cursor over the table cell, popup message appears with all the equations used while calculating value in the table cell. You can use CTRL+C button combination to copy this text into clipboard.
If strength conditions are not met, the corresponding cell will be highlighted in red, and in the last table column an error code is displayed, the text of which can be read by hovering over it with the cursor (see fig. below). When printed, the error and warning messages can be found below the table. If strength conditions are met, the "notes" column remains empty.
Primary Loads. Primary loads are force driven: weight, pressure, spring, etc. Primary loads are not selflimiting. Once plastic deformation begins it continues unabated until force equilibrium is achieved. Excessive primary load causes gross plastic deformation and rupture. Failure may occur with a single application of the load.
Secondary Loads and Expansion stress. Secondary loads are displacement driven: thermal expansion, anchor movements, settlement, etc. Secondary loads are selflimiting, i.e. the loads tend to dissipate as the system deforms through yielding or deflection. Secondary loads are typically cyclic in nature (except settlement). Allowable limits for secondary stresses are based upon cyclic and fatigue failure modes, and are therefore limited based upon requirements for elastic cycling after shakedown and the material fatigue curve. A single application of the load never produces failure. Rather catastrophic failure can occur after some (usually high) number of applications of the load. Therefore, even if a system has been running successfully for many years, it is no evidence that the system has been properly designed for secondary loads.
Stresses calculation depends on options:
"High Temperature" in Operation Mode Editor
"Stress range from operation to cold" in Project Settings
"Use Wc factors" is turned on in Project Settings
Corrosion allowance and mill tolerance doesn't affect stresses in this code
Button 
Property 
Description 
Stress due to sustained or occasional loads, Sl 
A  crosssection area, F  axial force, Mi  inplane moment, Mo  outplane moment, Mt  torsion moment, Z  moment of resistance L1  sustained loads (W+P), L6  operational loads (W+P+T), L11  operational loads + occasional forcebased loads (W+P+T+OCC) 

Allowable stress from sustained or occasional loads 
ASME B31.1 Sustained: ASME B31.1 Occasional: ASME B31.9 Sustained: ASME B31.9 Occasional: k  occasional kfactor Sh  hot allowable stress from material database Wc  Circumferential weld strength reduction factor from material database. Added if option "Use Wc factors" is turned on in Project Settings E  Weld Joint Efficiency Factor 

Stress range from between operation and (installation/cold) state, Se 
Stress range calculated between operation and installation mode. If option "stress range from operation to cold" is on, then between operation and cold mode. For ASME B31.1 buried piping additional check for straight pipes is done according to VII4.5, VII5: 

Allowable stress range, Sa 
ASME B31.1: ASME B31.9: N  number of full cycles. Calculated by: Information for calculation is got from temperature cycles For buried straight pipes allowable stress is: 

Stress due to sustained in test state, Sl 
The same as stress due to sustained or occasional loads, Sl 

Allowable stress from sustained loads in test state 

Creep stress from sustained and displacement loads in operating mode 
Checked only if "Consider creep effect" in Project Settings is switched on Calculated the same as Sl and Sl*. But the temperature difference is multiplied by "creep diminish factor" from pipe properties 

Allowable stress 
Sh  hot allowable stress 

Creep stress from sustained and displacement loads in cold mode 
Checked only if "Consider creep effect" in Project Settings is switched on Calculated the same as Sl. But the temperature difference is multiplied by "creep selfspringing factor" from pipe properties 

Allowable stress 
1.5Sc  cold allowable stress 
Stresses calculation depends on options:
"High Temperature" in Operation Mode Editor
"Stress range from operation to cold" in Project Settings
"Use Wc factors" is turned on in Project Settings
Maximum f always 1.0 in Project Settings
High Pressure Piping in Pipe Properties
During sustained stress calculation, the crossection area A and modulus of resistance Z wall thickness is reduced by corrosion allowance.
During sustained stress calculation, the crossection area A and modulus of resistance Z wall thickness is not reduced.
Button 
Property 
Description 
Stress due to sustained or occasional loads, Sl 
Occasional stress: A  crosssection area, F  axial force, Mi  inplane moment, Mo  outplane moment, Mt  torsion moment, Z  moment of resistance L1  sustained loads (W+P), L6  operational loads (W+P+T), L11  operational loads + occasional forcebased loads (W+P+T+OCC) There are 2 types of sustained stresses in the ASME B31.3 code: Sl_Alt, Sl_Std Sl_Std  Sustained stress in cold state (W+P). The singledirectional restraints and gap (working/not working) states are calculated. In most cases all resting supports are working in this state Sl_Alt  Sustained stress in hot state (W+P). The singledirectional restraints, gap (working/not working) configuration used the same as in operation state (W+P+T). Some resting supports may be switched off, because they are lifted off in hot state If no supports are lift off in hot mode (W+P+T), then Sl_CLD and Sl_HOT are equal. 

Allowable stress from sustained or occasional loads 
Sustained: Occasional: k  occasional kfactor Sh  hot allowable stress from material database Sy  Yield stress from material database Wc  Circumferential weld strength reduction factor from material database. Added if option "Use Wc factors" is turned on in Project Settings 

Stress range from between operation and (installation/cold) state, Se 
Stress range calculated between operation and installation mode. If option "stress range from operation to cold" is on, then between operation and cold mode. 

Allowable stress range, Sa 
N  number of full cycles. Calculated by: Information for calculation is got from temperature cycles 

Stress due to sustained in test state, Sl 
The same as stress due to sustained or occasional loads, Sl 

Allowable stress from sustained loads in test state 

Creep stress from sustained and displacement loads in operating mode 
Checked only if "Consider creep effect" in Project Settings is switched on Calculated the same as Sl. But the temperature difference is multiplied by "creep diminish factor" from pipe properties 

Allowable stress 
Sh  hot allowable stress 

Creep stress from sustained and displacement loads in cold mode 
Checked only if "Consider creep effect" in Project Settings is switched on Calculated the same as Sl. But the temperature difference is multiplied by "creep selfspringing factor" from pipe properties 

Allowable stress 
1.5Sc  cold allowable stress 


CreepRupture Usage Factor, u 
CreepRupture Usage Factor, u according to ASME B31.32018, V303.2 
Stresses calculation depends on options:
"Add axial force and torsion stress" in Project Settings
"Stress range from operation to cold" in Project Settings
Use maximum distortion energy theory=True/False/Maximum in Project Settings
Restrained/Unrestrained: Specify manually, Autodetect, Use START Smart Check in Project Settings
Pipeline location: Onshore Pipeline, Slurry Pipes, Offshore Pipeline in Pipe Properties
Pipeline type: Restrained, Unrestrained, Riser and Platform for Inland Waterways in Pipe Properties
Corrosion allowance doesn't affect stresses in this code
Sustained, Operation, Expansion, Test stresses:
Start smart check:
Stresses from occasional loads:
Start smart check from occasional loads:
Button 
Property 
Description 

Hoop Stress 

Stress due to sustained or occasional loads, Sl 
Onshore Pipeline, Slurry Pipes (Ch. XI), Riser and Platform for Inland Waterways: Restrained: Not checked Unrestrained: From occasional forcebased loads: F  axial force without Bourdon effect Start Smart Check: From occasional forcebased loads: F  axial force with Bourdon effect Offshore (Ch. IX): A  crosssection area, Mi  inplane moment, Mo  outplane moment, Mt  torsion moment, Z  moment of resistance L1  sustained loads (W+P), L6  operational loads (W+P+T), L11  operational loads + occasional forcebased loads (W+P+T+OCC) 

Allowable stress from sustained or occasional loads 
Onshore Pipeline:
Occasional: Slurry Pipes: Occasional: Riser and Platform for Inland Waterways: Occasional: Offshore (Ch. IX) Sy  Yield Stress from material database 

Stress due to operation loads, Sl 
Onshore Pipeline, Slurry Pipes (Ch. XI): Restrained: F  axial force without Bourdon effect Unrestrained: Not checked Start Smart Check: F  axial force with Bourdon effect Offshore (Ch. IX): Same as for sustained loads 

Allowable stress from sustained or occasional loads 
Sy  Yield Stress from material database 

Stress range from between operation and (installation/cold) state, Se 
Onshore Pipeline, Slurry Pipes (Ch. XI), Riser and Platform for Inland Waterways: Restrained: Unrestrained: F  axial force without Bourdon effect Start Smart Check: F  axial force with Bourdon effect 

Allowable stress range, Sa, Sa* 
Restrained: Unrestrained: Riser and Platform for Inland Waterways: N  number of full cycles. Calculated by: Information for calculation is got from temperature cycles 

Stress due to sustained in test state, Sl 
Restrained: F  axial force without Bourdon effect Unrestrained: F  axial force without Bourdon effect Start Smart Check: F  axial force with Bourdon effect 

Allowable stress from sustained loads in test state 
Restrained: Unrestrained: Onshore Pipeline: Slurry Pipes: Riser and Platform for Inland Waterways: Offshore (Ch. IX) Not checked 
Stresses calculation depends on options:
"Add axial force and torsion stress" in Project Settings
"Stress range from operation to cold" in Project Settings
During sustained stress calculation, the crossection area A and modulus of resistance Z wall thickness is reduced by corrosion allowance.
During sustained stress calculation, the crossection area A and modulus of resistance Z wall thickness is not reduced.
Button 
Property 
Description 
Stress due to sustained or occasional loads, Sl, Sl* 
If "add axial force and torsion stress" off (Sl):
Occasional: If "add axial force and torsion stress" on (Sl*):
A  crosssection area, F  axial force, Mi  inplane moment, Mo  outplane moment, Mt  torsion moment, Z  moment of resistance L1  sustained loads (W+P), L6  operational loads (W+P+T), L11  operational loads + occasional forcebased loads (W+P+T+OCC) 

Allowable stress from sustained or occasional loads 
Sustained: Occasional: k  occasional kfactor Sh  hot allowable stress from material database E  Weld Joint Efficiency Factor 

Stress range from between operation and (installation/cold) state, Se, Se* 
Stress range calculated between operation and installation mode. If option "stress range from operation to cold" is on, then between operation and cold mode. If "add axial force and torsion stress" off (Se): If "add axial force and torsion stress" on (Se*):


Allowable stress range, Sa, Sa* 
N  number of full cycles. Calculated by: Information for calculation is got from temperature cycles 
Stresses calculation depends on options:
"Add axial force and torsion stress" in Project Settings
"Stress range from operation to cold" in Project Settings
Use maximum distortion energy theory=True/False/Maximum in Project Settings
Restrained/Unrestrained: Specify manually, Autodetect, Use START Smart Check in Project Settings
Pipeline location: Onshore Pipeline, Offshore Pipeline in Pipe Properties
Pipeline type: Restrained, Unrestrained, Raiser and Platform Piping in Pipe Properties
Corrosion allowance and mill tolerance doesn't affect stresses in this code for all types of pipelines except risers.
For risers during stress calculation, the crossection area A and modulus of resistance Z wall thickness is reduced by corrosion allowance and mill tolerance.
Sustained, Operation, Expansion, Test stresses:
Start smart check:
Stresses from occasional loads:
Start smart check from occasional loads:
Button 
Property 
Description 
Hoop Stress 

Stress due to sustained or occasional loads, Sl 
Onshore Pipeline: Restrained: Not checked Unrestrained: From occasional forcebased loads: F  axial force without Bourdon effect Start Smart Check: From occasional forcebased loads: F  axial force with Bourdon effect Offshore (Ch. VIII ): A  crosssection area, Mi  inplane moment, Mo  outplane moment, Mt  torsion moment, Z  moment of resistance L1  sustained loads (W+P), L6  operational loads (W+P+T), L11  operational loads + occasional forcebased loads (W+P+T+OCC) 

Allowable stress from sustained or occasional loads 
Onshore Pipeline: Restrained: Unrestrained:
Offshore (Ch. VIII) Sy  Yield Stress from material database 

Stress due to operation loads, Sl 
Onshore Pipeline: Restrained: F  axial force without Bourdon effect Unrestrained: Not checked Start Smart Check: F  axial force with Bourdon effect Offshore (Ch. VIII): Same as for sustained loads 

Allowable stress from sustained or occasional loads 
Sy  Yield Stress from material database 

Stress range from between operation and (installation/cold) state, Se 
Onshore Pipeline: Restrained: Not Checked Unrestrained: F  axial force without Bourdon effect Start Smart Check: F  axial force with Bourdon effect Offshore (Ch. VIII): Not Checked 

Allowable stress range, Sa, Sa* 
Riser and Platform for Inland Waterways: N  number of full cycles. Calculated by: Information for calculation is got from temperature cycles 

Stress due to sustained in test state, Sl 
Restrained: F  axial force without Bourdon effect Unrestrained: F  axial force without Bourdon effect Start Smart Check: F  axial force with Bourdon effect 

Allowable stress from sustained loads in test state 
Restrained: Unrestrained: 
Stresses calculation depends on options:
"Add axial force and torsion stress" in Project Settings
"Stress range from operation to cold" in Project Settings
Use Inplane/Outplane SIF in Project Settings
Liberal Stress Allowable in Project Settings
With Surveillance of Creep Exhaustion in Project Settings
Consider Corrosion in Project Settings
If option "Consider Corrosion" is switched off, then corrosion allowance and mill tolerance doesn't affect stresses in this code.
If option "Consider Corrosion" is switched on then during sustained and expansion stress calculation, the crossection area A and modulus of resistance Z wall thickness is reduced by corrosion allowance.
Button 
Property 
Description 
Stress due to sustained or occasional loads, Sl, Sl* 
If "add axial force and torsion stress" off (Sl): Occasional: If "add axial force and torsion stress" on (Sl*):
A  crosssection area, F  axial force, Mi  inplane moment, Mo  outplane moment, Mt  torsion moment, Z  moment of resistance L1  sustained loads (W+P), L6  operational loads (W+P+T), L11  operational loads + occasional forcebased loads (W+P+T+OCC) 

Allowable stress from sustained or occasional loads 
Sustained: Occasional: k  occasional kfactor 

Stress range from between operation and (installation/cold) state, Se, Se* 
Stress range calculated between operation and installation mode. If option "stress range from operation to cold" is on, then between operation and cold mode. If "add axial force and torsion stress" off (Se): If "add axial force and torsion stress" on (Se*): 

Allowable stress range, Sa, Sa* 
N  number of full cycles. Calculated by: Information for calculation is got from temperature cycles 

Stress due to sustained in test state, Sl, Sl* 
The same as stress due to sustained or occasional loads, Sl, Sl* 

Allowable stress from sustained loads in test state 

Creep stress from sustained and displacement loads in operating mode 
See expansion stresses 

Allowable stress 
Button 
Property 
Description 
Force controlled action LC2 Membrane Stress A1 

Allowable stress 

Force controlled action LC2 Membrane+Bending Stress A1 

Allowable stress 
gm is specified in pipe properties 

Stepwise plastic deformation LC3 Force+deformation stress A2 

Allowable stress 

Low
cycle fatigue 

Allowable stress 
ni  specified in temperature cycles and multiplied by service life from project settings. Equivalent number of full cycles should not be lower that lowest number of full cycles Nmin, that is specified in project settings and depending on pipeline type, that is specified in pipe properties. Project class is specified in pipe properties. 
You can move the mouse over every table cell and see detailed report with equations and values used while calculating the result shown the cell. It will work if "show equations" option is checked.
Full failure envelope
1 – real shortterm failure envelope, 2 – idealized shortterm failure envelope, 3 – idealized longterm failure envelope, 4 – nonfactored design failure envelope, 5 – factored design longterm failure envelope
Simplified failure envelope
1 – real shortterm failure envelope, 2 – idealized shortterm failure envelope, 3 – idealized longterm failure envelope, 4 – nonfactored design failure envelope, 5 – factored design longterm failure envelope
Simplified failure envelope for fittings and joints at r=1
1 – stress to pressure correlation line (2:1), 3 – idealized longterm failure envelope, 4 – nonfactored design failure envelope, 5 – factored design longterm failure envelope
Simplified failure envelope for fittings and joints at r>1
1 – stress to pressure correlation line (2:1), 3 – idealized longterm failure curve, 4 – nonfactored design failure curve, 5 – factored design longterm failure curve
Button 
Property 
Description 
Stress from weight loads Sheff 
Equivalent hoop stress from weight loads 

Allowable from weight loads [Sh] 
For pipes , for fittings . Factor taken as 0.67, factor at operation temperature 

Stress from weight loads Saeff 
Equivalent axial stress from weight loads 

Allowable from weight loads [Sa] 
Factor taken as 0.67, factor at operation temperature For pipes when using full failure envelope:
if
if
For pipes when using simplified failure envelope: For fittings at r≤1: For fittings at r>1: 

Stress from all loads in operating mode Sheff 
Analogous calculation, but from all loads in operating mode 

Allowable from all loads in operating mode [Sh] 
Analogous calculation, but factor taken as 0.83, factor at operation temperature 

Stress from all loads in operating mode Saeff 
Analogous calculation, but from all loads in operating mode 

Allowable from all loads in operation state [Sa] 
Analogous calculation, but factor taken as 0.83, factor at operation temperature 

Stress from all loads in cold mode Sheff 
Analogous calculation, but from all loads in cold mode 

Allowable from all loads in cold mode [Sh] 
Analogous calculation, but factor taken as 0.83, factor at Ambient temperature 

Stress from all loads in cold mode Saeff 
Analogous calculation, but from all loads in cold mode 

Allowable from all loads in cold mode [Sa] 
Analogous calculation, but factor taken as 0.83, factor at Ambient temperature 

Stress from all loads in test state Sheff 
Analogous calculation, but for test state 

Allowable from all loads in test state [Sh] 
Analogous calculation, but factor taken as 0.83, factor at test temperature 

Stress from all loads in test state Saeff 
Analogous calculation, but for test state 

Allowable from all loads in test state [Sa] 
Analogous calculation, but factor taken as 0.83, factor at test temperature 
Button 
Property 
Description 
Stress from weight loads 
Factor taken as 0.67, factor at operation temperature
 ring buckling stress calculated using finite element procedure For pipes when using full failure envelope:
For pipes when using simplified failure envelope:


Stress from all loads in operating mode 
Analogous calculation, but factor taken as 0.83, factor at operation temperature 

Stress from all loads in cold mode 
Analogous calculation, but factor taken as 0.83, factor at Ambient temperature 

Stress from all loads in test state 
Analogous calculation, but factor taken as 0.83, factor at test temperature 
Stresses calculation depends on options:
"Stress range from operation to cold" in Project Settings
Maximum f always 1.0 in Project Settings
During sustained stress calculation, the crossection area A and modulus of resistance Z wall thickness is reduced by corrosion allowance.
During sustained stress calculation, the crossection area A and modulus of resistance Z wall thickness is not reduced.
Button 
Property 
Description 
Stress due to sustained or occasional loads, Sl 
Occasional stress: A  crosssection area, F  axial force, Mi  inplane moment, Mo  outplane moment, Mt  torsion moment, Z  moment of resistance L1  sustained loads (W+P), L6  operational loads (W+P+T), L11  operational loads + occasional forcebased loads (W+P+T+OCC) 

Allowable stress from sustained or occasional loads 
Sustained: Occasional: k  occasional kfactor Sh  hot allowable stress from material database Mf  Performance factor from pipe properties 

Stress range from between operation and (installation/cold) state, Se 
Stress range calculated between operation and installation mode. If option "stress range from operation to cold" is on, then between operation and cold mode. 

Allowable stress range, Sa 
N  number of full cycles. Calculated by: Information for calculation is got from temperature cycles 

Stress due to sustained in test state, Sl 
The same as stress due to sustained or occasional loads, Sl 

Allowable stress from sustained loads in test state 
Stresses calculation depends on options:
"Add axial force and torsion stress" in Project Settings
"Stress range from operation to cold" in Project Settings
Maximum f always 1.0 in Project Settings
Use maximum distortion energy theory=True/False/Maximum in Project Settings
Restrained/Unrestrained: Specify manually, Autodetect, Use START Smart Check in Project Settings
Pipeline type: Restrained, Unrestrained in Pipe Properties
Corrosion allowance and mill tolerance doesn't affect stresses in this code for all types of pipelines except risers.
For risers during stress calculation, the crossection area A and modulus of resistance Z wall thickness is reduced by corrosion allowance and mill tolerance.
Sustained, Operation, Expansion, Test stresses:
Start smart check:
Stresses from occasional loads:
Start smart check from occasional loads:
Button 
Property 
Description 
Hoop Stress 

Stress due to sustained or occasional loads, Sl 
Restrained: Not checked Unrestrained: From occasional forcebased loads: F  axial force without Bourdon effect Start Smart Check: From occasional forcebased loads: F  axial force with Bourdon effect A  crosssection area, Mi  inplane moment, Mo  outplane moment, Mt  torsion moment, Z  moment of resistance L1  sustained loads (W+P), L6  operational loads (W+P+T), L11  operational loads + occasional forcebased loads (W+P+T+OCC) 

Allowable stress from sustained or occasional loads 
Onshore Pipeline: Restrained: Unrestrained:
Sy  Yield Stress from material database 

Stress due to operation loads, Sl 
Restrained: F  axial force without Bourdon effect Unrestrained: Not checked Start Smart Check: F  axial force with Bourdon effect 

Allowable stress from sustained or occasional loads 
Sy  Yield Stress from material database 

Stress range from between operation and (installation/cold) state, Se 
Stress range calculated between operation and installation mode. If option "stress range from operation to cold" is on, then between operation and cold mode. 

Allowable stress range, Sa 
N  number of full cycles. Calculated by: Information for calculation is got from temperature cycles 

Stress due to sustained in test state, Sl 
Restrained: F  axial force without Bourdon effect Unrestrained: F  axial force without Bourdon effect Start Smart Check: F  axial force with Bourdon effect 

Allowable stress from sustained loads in test state 
Restrained: Unrestrained: 
Stresses calculation depends on options:
"Add axial force and torsion stress" in Project Settings
"Stress range from operation to cold" in Project Settings
Restrained/Unrestrained: Specify manually, Autodetect, Use START Smart Check in Project Settings
Pipeline location: Onshore Pipeline (BS PD 80101), Offshore Pipeline (BS PD 80102) in Pipe Properties
Pipeline type: Riser/landfall, Seabed including tiein in Pipe Properties
Corrosion allowance and mill tolerance doesn't affect stresses in this code for all types of pipelines except risers.
Sustained, Operation, Expansion, Test stresses:
Start smart check:
Button 
Property 
Description 
Hoop Stress 
Onshore: Offshore: 

Stress due to sustained or occasional loads, Sl 
Onshore Pipeline (BS PD 80101): Restrained: Not checked Unrestrained: Start Smart Check: Offshore (BS PD 80102): A  crosssection area, Mi  inplane moment, Mo  outplane moment, Mt  torsion moment, Z  moment of resistance 

Allowable stress from sustained or occasional loads 
Onshore Pipeline: Offshore Sy  Yield Stress from material database 

Stress due to operation loads, Sl 
Onshore Pipeline: Restrained: F  axial force without Bourdon effect Unrestrained: Same as sustained Start Smart Check: Same as sustained Offshore: Same as for sustained loads 

Allowable stress from sustained or occasional loads 
Onshore Pipeline: Offshore Sy  Yield Stress from material database 

Stress due to sustained in test state, Sl 
Same as sustained 

Allowable stress from sustained loads in test state 
Same as sustained, but 
Stresses calculation depends on options:
"Add axial force and torsion stress" in Project Settings
"Stress range from operation to cold" in Project Settings
Restrained/Unrestrained: Specify manually, Autodetect, Use START Smart Check in Project Settings
Corrosion allowance and mill tolerance doesn't affect stresses in this code for all types of pipelines except risers.
Sustained, Operation, Expansion:
Start smart check:
Button 
Property 
Description 
Hoop Stress 

Stress due to sustained or occasional loads, Sl Allowable stress 
Onshore Pipeline: Restrained: Not checked Unrestrained: Start Smart Check: Offshore (Ch.11): A  crosssection area, Mi  inplane moment, Mo  outplane moment, Mt  torsion moment, Z  moment of resistance 

Stress due to operation loads, Sl 
Onshore Pipeline: Restrained: F  axial force without Bourdon effect Unrestrained: Same as sustained Start Smart Check: Same as sustained Offshore: Same as for sustained loads 

Stress from thermal expansions, weight, and seismic wave propagation effect 
Two checks are performed. First check: Second check: F  Axial force thermal expansions, pressure Bourdon effect, weight, and seismic wave propagation effect E  Elastic modulus t  Pipe wall thickness D  Pipe outside diameter 
Bend stress intensification and flexibility factors calculated using equations:
Button 
Property 
Description 
Equivalent stress from weight loads 
Equivalent stress from weight loads (first stage of analysis)


Allowable stress from weight loads 

Equivalent stress from all loads in operating mode 
Equivalent stress from all loads in operating mode (second stage of analysis) In accordance with RD 1024998, section 5.2 for lowtemperature pipelines, stress in operation and cold mode from all loads is not calculated or assessed. 

Allowable stress for all loads in operating mode 
. In cases when, in accordance with standards, stress is not checked: "No" 

Equivalent stress from all loads in cold mode 
Equivalent stress from all loads in cold mode (fourth stage of analysis) In accordance with RD 1024998, section 5.2 for lowtemperature pipelines, stress in operation and cold mode from all loads is not calculated or assessed. 

Allowable stress for all loads in cold mode 
In cases when, in accordance with standards, stress is not checked: "No" 

Fatigue fracture factor 
For analyses based on section 5.1 (fatigue strength analysis) total fatigue fracture factor (third stage of analysis) is equal to 

Design stress amplitude 
Design stress amplitude (p. 5.2.7.3). In accordance with RD 1024998, section 5.2 for hightemperature pipelines, fatigue strength analysis is not done, so fatigue fracture factor is not calculated


Allowable stress amplitude 
Allowable stress amplitude (p. 5.2.7.3). The design number of cycles couldn't be less than 3000. In accordance with RD 1024998, section 5.2 for hightemperature pipelines, fatigue strength analysis is not done, so fatigue fracture factor is not calculated 
[σ]_{op}  allowable stress at operation temperature T_{op,} [σ]_{20}  allowable stress at normal temperature
Button 
Property 
Description 
Equivalent stress from weight loads 
Equivalent stress from weight loads (first stage of analysis) 

Allowable stress from weight loads 
1.1[σ]_{op} 

Equivalent stress from all loads in operating mode 
Equivalent stress from all loads in operating mode (second stage of analysis) Meeting strength conditions from all loads in operation and cold (if there is prestretch) state, required only for pipes and not required for bends and tees (stubins) 

Allowable stress for all loads in operating mode 
1.5[σ]_{op} For low temperature piping bends, tees and reducers is not checked ( "No" ) 

Equivalent stress from all loads in cold mode 
Equivalent stress from all loads in cold mode (third stage of analysis) Meeting strength conditions from all loads in operation and cold (if there is prestretch) state, required only for pipes and not required for bends and tees (stubins) 

Allowable stress for all loads in cold mode 
1.5[σ]_{20}. For low temperature piping bends, tees and reducers is not checked ( "No" ) 

Equivalent stress from weight loads in test state 
Equivalent stress from weight loads in test state 

Allowable stress from weight loads in test state 
1.5[σ]_{test} For tees, bends and reducers 1.5([σ]_{20}+[σ]_{test}) 

Stress range from hot to cold mode 
Stress range from hot to cold mode 

Allowable stress range 
Minimum of the two values 1.5([σ]_{20}+[σ]_{op}) and

[σ]_{op}  allowable stress at operation temperature T_{op,} [σ]_{20}  allowable stress at normal temperature
Please refer to Thermoplastic Piping Stress Analysis
Stress table for SNIP 2.05.0685 looks like this:
Button 
Property 
Description 
Hoop stress, design and allowable 
For any pipelines, section 8.22 formula (12), section 8.63 formula (59) SNIP 2.05.0685: ; 

Hoop stress, operation and allowable 
For buried pipelines, condition section 8.26 formula (30) SNIP 2.05.0685 is used: 

Longitudinal axial stress, design and allowable 
section 8.24 formula (15) SNIP 2.05.0685: , N  force from the analysis of design loads taking into account load safety factors and pressure thrust force 

Longitudinal fiber stress (calculated) 
Maximum fiber equivalent stress in crosssection edge fibers, calculated separately for compressed and stretched crosssection areas, followed by calculating the maximum value
Longitudinal stress is calculated based on conditions determined by design load analysis (taking into account load safety factors)
Longitudinal stress is calculated based on conditions determined by standard load analysis (without taking into account load safety factors)
where  maximum standard equivalent stress, calculated by special methods taking into account bend and tee dimensions. Stress is calculated based on conditions determined by standard load analysis (without taking into account load safety factors)


Design resistance R_{1} 
Design resistance for tensile strength 

Design resistance R_{2} 
Design resistance for yield strength  for aboveground pipelines,  for buried pipelines,  for tees and bends 
No. 
Note 
Code 
Description 
N218 
Temperature range exceeds limit 
Strength condition not met: 

N219 
Insufficient wall thickness 
Strength condition not met: , 

N221 
Structure does not meet strength conditions 
One of strength conditions not met: , , 

N265 
Failed stress check from pressure and weight loads 
All others 
Strength condition not met: S > Sallowable 
N268 
Failed the stress check in operation condition 
All others 
Strength condition not met: S > Sallowable 
N269 
Failed the stress check in cold condition 
All others 
Strength condition not met: S > Sallowable 
N284 
Failed the fatigue strength check 
All others 
Fatigue failure condition not met S > Sallowable 
N676 
Failed wall buckling check in test condition 
All others 
Strength condition not met: S > Sallowable 
N677 
Failed wall buckling check in operation condition 
All others 
Strength condition not met: S > Sallowable 
N678 
Failed wall buckling check in cold condition 
All others 
Strength condition not met: S > Sallowable 
After analysis: Output > Piping Stress