Code Stress Report Table

The piping stress table displays results for load cases required by the selected design code.

Stress table format varies based on the code selected in Project Settings and analysis mode:

View stresses for a specific operating mode or the maximum stress across all modes. Selecting "Maximum" displays the highest stress ratio (calculated stress divided by allowable stress) for each table cell, along with its corresponding allowable stress.

Stress is calculated for straight pipes (at start and end nodes), bends (at start and end nodes), and tees (in three cross-sections). See the "internal forces in piping elements" section. For accurate analysis, divide long buried sections (exceeding 150 diameters in length) by adding intermediate nodes. Also add intermediate nodes at mid-span between above-ground pipeline supports for more precise stress calculation.

Check "Show Equations" to view calculation formulas. Hover over any table cell to see a popup with all equations used. Press CTRL+C to copy this text.

Cells failing strength requirements highlight in red, and the last column displays an error code. Hover over the code to read the message (see fig. below). Printed reports list errors and warnings below the table. If all requirements are met, the "notes" column remains empty.

Cells with the highest stress ratio (actual to allowable) highlight in yellow.

Primary and Secondary Loads

Primary Loads are force-driven (weight, pressure, spring preload). They are not self-limiting. Plastic deformation from primary loads continues until force equilibrium is reached. Excessive primary load causes gross deformation and rupture. Failure can occur in a single load application.

Secondary Loads and Expansion Stress. Secondary loads are displacement-driven (thermal expansion, anchor movement, settlement). They are self-limiting—stresses relieve through system yielding or deflection. Secondary loads are typically cyclic (except settlement). Allowable limits consider fatigue failure modes and are based on elastic shakedown and material fatigue curves. A single application never causes failure. Catastrophic failure occurs after numerous cycles. Successful long-term operation does not verify proper secondary stress design.

ASME B31.1 and ASME B31.9

Stress calculation depends on these settings:

Corrosion allowance and mill tolerance do not affect stress calculations in this code.

Button

Property

Description

Sustained/Occasional Stress, Sl

A - cross-sectional area, F - axial force, Mi - in-plane moment, Mo - out-of-plane moment, Mt - torsional moment, Z - section modulus

L1 - sustained loads (W+P), L6 - operating loads (W+P+T), L11 - operating + occasional loads (W+P+T+OCC)

Allowable Sustained/Occasional Stress

ASME B31.1 Sustained:

ASME B31.1 Occasional:

ASME B31.9 Sustained:

ASME B31.9 Occasional:

k - occasional load factor

Sh - hot allowable stress from material database

Wc - circumferential weld strength reduction factor from material database. Applies when "Use Wc factors" is enabled in Project Settings

E - Weld Joint Efficiency Factor

Stress Range, Se (operating to installation/cold)

Calculated between operating and installation modes. Uses operating to cold mode if "stress range from operation to cold" is enabled.

ASME B31.1 buried piping includes additional straight pipe check per VII-4.5, VII-5:

Allowable Stress Range, Sa

N - total cycles, calculated by:

Cycle data from temperature cycles

Buried straight pipes allowable stress:

Test Condition Sustained Stress, Sl

Same as sustained/occasional stress calculation

Allowable Test Condition Stress

Operating Creep Stress (sustained + displacement)

Active only when "Consider creep effect" is enabled in Project Settings

Calculated similar to Sl and Sl*, with temperature difference multiplied by "creep diminish factor" from pipe properties

Allowable Stress

Sh - hot allowable stress

Cold Condition Creep Stress (sustained + displacement)

Active only when "Consider creep effect" is enabled in Project Settings

Calculated similar to Sl, with temperature difference multiplied by "creep self-springing factor" from pipe properties

Allowable Stress

1.5Sc - cold allowable stress

 

ASME B31.3

Stress calculations depend on the following settings:

For sustained stress calculations, the cross-sectional area (A) and section modulus (Z) are reduced by the corrosion allowance.

For displacement stress calculations, the cross-sectional area (A) and section modulus (Z) are not reduced.

Button

Property

Description

Stress due to sustained or occasional loads, SL

Occasional stress:

A - cross-sectional area, F - axial force, Mi - in-plane moment, Mo - out-of-plane moment, Mt - torsional moment, Z - section modulus

L1 - sustained loads (W+P), L6 - operating loads (W+P+T), L11 - operating loads + occasional force-based loads (W+P+T+OCC)

ASME B31.3 defines two sustained stress types: SL_Alt and SL_Std

SL_Std - Sustained stress at cold condition (W+P). Includes unidirectional restraints and gap element states. Typically, all rigid supports are active.

SL_Alt - Sustained stress at hot condition (W+P). Uses the same restraint and gap configuration as the operating state (W+P+T). Some rigid supports may be inactive due to lift-off.

If no supports lift off in the hot operating mode (W+P+T), SL_CLD and SL_HOT are equal.

Allowable stress for sustained or occasional loads

Sustained:

Occasional:

k - occasional load factor

Sh - hot allowable stress from material database

Sy - yield stress from material database

Wc - circumferential weld strength reduction factor from material database. Applied when "Use Wc factors" is enabled in Project Settings

Stress range between operating and (installation/cold) state, SE

Stress range calculated between operating and installation conditions. When "stress range from operation to cold" is enabled, calculated between operating and cold conditions.

Allowable stress range, SA

N - number of full equivalent cycles. Calculated as:

Cycle data is obtained from temperature history

Stress due to sustained loads in test condition, SL

Same as stress due to sustained or occasional loads, SL

Allowable stress for sustained loads in test condition

Creep stress from sustained and displacement loads in operating mode

Evaluated only when "Consider creep effect" is enabled in Project Settings

Calculated similarly to SL, but temperature difference is multiplied by the "creep diminish factor" from pipe properties

Allowable stress

Sh - hot allowable stress

Creep stress from sustained and displacement loads in cold condition

Evaluated only when "Consider creep effect" is enabled in Project Settings

Calculated similarly to SL, but temperature difference is multiplied by the "creep self-springing factor" from pipe properties

Allowable stress

1.5Sc - cold allowable stress

 

Creep-Rupture Usage Factor, u

Creep-Rupture Usage Factor, u per ASME B31.3-2018, V303.2

 

ASME B31.4

Stress calculations depend on the following settings:

Corrosion allowance does not affect stress calculations in this code.

Sustained, Operating, Expansion, and Test stresses:

START Smart Check:

Stresses from occasional loads:

START Smart Check for occasional loads:

 

 

ASME B31.5

Stress calculations depend on the following settings:

For sustained stress calculations, the cross-sectional area (A) and section modulus (Z) are reduced by the corrosion allowance.

For displacement stress calculations, the cross-sectional area (A) and section modulus (Z) are not reduced.

 

ASME B31.8

Stress calculations depend on the following settings:

Corrosion allowance and mill tolerance do not affect stress calculations for all pipeline types except risers.

For risers, the cross-sectional area (A) and section modulus (Z) are reduced by corrosion allowance and mill tolerance.

Sustained, Operating, Expansion, and Test stresses:

START Smart Check:

Stresses from occasional loads:

START Smart Check for occasional loads:

 

 

EN 13480

Stress calculations depend on the following settings:

When "Consider Corrosion" is disabled, corrosion allowance and mill tolerance do not affect stress calculations.

When "Consider Corrosion" is enabled, the cross-sectional area (A) and section modulus (Z) are reduced by the corrosion allowance for sustained and expansion stress calculations.

 

EN 13941

Button

Property

Description

Force-controlled action LC2

Membrane Stress A1

Allowable stress

Force-controlled action LC2

Membrane+Bending Stress A1

Allowable stress

γm is specified in pipe properties

Stepwise plastic deformation LC3

Force+deformation stress A2

Allowable stress

Low cycle fatigue
Force+deformation stress B1

Allowable stress

ni - specified in temperature cycles and multiplied by service life from project settings.

The equivalent number of full cycles must not be less than the minimum cycles Nmin specified in project settings, which depends on the pipeline type in pipe properties. Project class is specified in pipe properties.

 

ISO 14692:2002

Hover over any table cell to view a detailed report with equations and calculated values. Requires "show equations" option enabled.

Full failure envelope

1 – Actual short-term failure envelope, 2 – Idealized short-term failure envelope, 3 – Idealized long-term failure envelope, 4 – Non-factored design failure envelope, 5 – Factored design long-term failure envelope

Simplified failure envelope

1 – Actual short-term failure envelope, 2 – Idealized short-term failure envelope, 3 – Idealized long-term failure envelope, 4 – Non-factored design failure envelope, 5 – Factored design long-term failure envelope

Simplified failure envelope for fittings and joints at r=1

1 – Stress to pressure correlation line (2:1), 3 – Idealized long-term failure envelope, 4 – Non-factored design failure envelope, 5 – Factored design long-term failure envelope

Simplified failure envelope for fittings and joints at r>1

1 – Stress to pressure correlation line (2:1), 3 – Idealized long-term failure curve, 4 – Non-factored design failure curve, 5 – Factored design long-term failure curve

 

 

ISO 14692:2017

ASME NM.1

Stress calculations depend on:

Button

Property

Description

Stress due to sustained or occasional loads, SL

Occasional stress:

Ap - cross-sectional area, F' - axial force with pressure thrust, Mi - in-plane moment, Mo - out-of-plane moment, Mt - torsional moment, Z - section modulus

L1 - sustained loads (W+P), L6 - operating loads (W+P+T), L11 - operating loads + occasional force-based loads (W+P+T+OCC)

Allowable stress for sustained or occasional loads

Sustained:

Occasional:

k - occasional load factor

S - allowable stress from material database

Stress range between operating and (installation/cold) state, SE

Stress range calculated between operating and installation conditions. When "stress range from operation to cold" is enabled, calculated between operating and cold conditions.

Allowable stress range, SA

SA - from from material database

Stress due to sustained loads in test condition, SL

Same as stress due to sustained or occasional loads, SL

Allowable stress for sustained loads in test condition

 

ASME NM.2

Button

Property

Description

Stress due to sustained or occasional loads, SL

F' - axial force with pressure thrust, As - cross-sectional area, Zs - section modulus, Mi - in-plane moment, Mo - out-of-plane moment, Mt - torsional moment

Occasional stress:

L1 - sustained loads (W+P), L6 - operating loads (W+P+T), L11 - operating loads + occasional force-based loads (W+P+T+OCC)

Allowable stress for sustained or occasional loads

Sustained:

Occasional:

k - occasional load factor

Stress due to sustained loads in test condition, SL

Same as stress due to sustained

Allowable stress for sustained loads in test condition

 

ASME B31.12IP

Stress calculations depend on:

Cross-sectional area (A) and section modulus (Z) are not reduced for displacement stress calculations.

 

ASME B31.12PL

Stress calculations depend on:

Corrosion allowance and mill tolerance do not affect stresses except for risers.

For risers, cross-sectional area (A) and section modulus (Z) are reduced by corrosion allowance and mill tolerance.

Sustained, Operating, Expansion, and Test stresses:

START Smart Check:

Stresses from occasional loads:

START Smart Check for occasional loads:

 

 

BS PD 8010-1,2

Stress calculations depend on:

Corrosion allowance and mill tolerance do not affect stresses except for risers.

Sustained, Operating, Expansion, and Test stresses:

START Smart Check:

 

Button

Property

Description

 

Hoop Stress

Onshore:

Offshore:

Stress due to sustained or occasional loads, SL

Onshore Pipeline (BS PD 8010-1):

Restrained:

Not checked

Unrestrained:

START Smart Check:

Offshore (BS PD 8010-2):

A - cross-sectional area, Mi - in-plane moment, Mo - out-of-plane moment, Mt - torsional moment, Z - section modulus

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

 

CSA Z662

Stress calculations depend on:

Sustained, Operating, Expansion stresses:

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 - cross-sectional area, Mi - in-plane moment, Mo - out-of-plane moment, Mt - torsional moment, Z - section modulus

Stress due to operation loads, SL

Onshore Pipeline:

Restrained:

F - axial force without Bourdon effect

Unrestrained:

START Smart Check:

Offshore:

Same as for sustained loads

 

Expansion Stress

 

Stress from thermal expansions, weight, and seismic wave propagation effect

Two checks are performed.

First check:

Second check:

F - Axial force from thermal expansions, pressure Bourdon effect, weight, and seismic wave propagation effect

E - Elastic modulus

t - Pipe wall thickness

D - Pipe outside diameter

 

RD 10-249-98 Section 5.1 and 5.2

Bend stress intensification and flexibility factors calculated using equations:

[σ]op - allowable stress at operation temperature Top, [σ]20 - allowable stress at normal temperature

GOST R 55596-2013 and GOST 32388-2013

[σ]op - allowable stress at operation temperature Top, [σ]20 - allowable stress at normal temperature

Thermoplastic Piping (HDPE, PVC, etc.)

Please refer to Thermoplastic Piping Stress Analysis

SNIP 2.05.06-85 / SP 36.13330.2012 / SP 33.13330.2012

Stress table for SNIP 2.05.06-85 looks like this:

 

Notes

No.

Note

Code

Description

N218

Temperature range exceeds limit

SNIP 2.05.06-85 / SP 36.13330.2012

Strength condition not met:

N219

Insufficient wall thickness

SNIP 2.05.06-85 / SP 36.13330.2012

Strength condition not met: ,

N221

Structure does not meet strength conditions

SNIP 2.05.06-85 / SP 36.13330.2012

One of strength conditions not met: , ,

N265

Failed stress check from pressure and weight loads

All other codes

Strength condition not met: S > Sallowable

N268

Failed stress check in operating condition

All other codes

Strength condition not met: S > Sallowable

N269

Failed stress check in cold condition

All other codes

Strength condition not met: S > Sallowable

N284

Failed fatigue strength check

All other codes

Fatigue failure condition not met: S > Sallowable

N676

Failed wall buckling check in test condition

All other codes

Strength condition not met: S > Sallowable

N677

Failed wall buckling check in operating condition

All other codes

Strength condition not met: S > Sallowable

N678

Failed wall buckling check in cold condition

All other codes

Strength condition not met: S > Sallowable

Menu Access

After analysis: Output > Piping Stress