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Take the load from 20% to 30% of breaking and creep roughly triples. Leave it tensioned in the sun and the temperature term compounds it.
Accumulated Creep Strain
—%
Permanent extension accumulated over the service hours
Creep Behaviour
Creep Rate in Service
—%/1000 h
Load as Fraction of MBL
—%
Load Acceleration
—×
Temperature Acceleration
—×
Permanent Elongation
—m
Hours to Retirement Strain
—h
Secondary creep at a steady rate is what this models, and it will not warn you about the end. Tertiary creep accelerates into creep rupture, which arrives without any change in appearance and is the actual failure mode for HMPE held at high load fraction — a line well inside its strain limit can still be close to rupture if the load fraction is high enough. Creep-resistant HMPE grades behave quite differently from standard ones and their constants are not interchangeable. Load is also assumed constant; cyclic and shock loading are separate mechanisms this does not cover. **Rope in lifting or life-safety service must be specified, inspected and retired under the applicable standards, not on the basis of this estimate.**
Using this calculator
About the Synthetic Winch Line Creep & Permanent Elongation
The formula
This is the expression the tool evaluates. Every term is named underneath, with the unit it must be supplied in.
Each input feeds the expression evaluated in the browser; the symbol table below names every term and its unit.
Symbols used above
Symbol
Stands for
Unit
mbl
Minimum Breaking Load
kN
appliedLoad
Sustained Applied Load
kN
ropeLength
Rope Length
m
serviceHours
Hours Under Load
h
referenceCreepRate
Creep Rate at Reference
%/1000 h
referenceLoadFraction
Reference Load Fraction
%
loadExponent
Load Exponent
n
temperature
Service Temperature
°C
referenceTemp
Reference Temperature
°C
q10
Rate Factor per 10 °C
×
retirementStrain
Retirement Strain Limit
%
totalCreepStrain
Accumulated Creep Strain
%
creepRate
Creep Rate in Service
%/1000 h
loadFraction
Load as Fraction of MBL
%
loadFactor
Load Acceleration
×
temperatureFactor
Temperature Acceleration
×
permanentElongation
Permanent Elongation
m
hoursToRetirement
Hours to Retirement Strain
h
How the result is derived
Step by step, from the values you type to the figure on screen.
The 11 inputs are read from the form on every keystroke: Minimum Breaking Load, Sustained Applied Load, Rope Length, Hours Under Load, Creep Rate at Reference, Reference Load Fraction, Load Exponent, Service Temperature, Reference Temperature, Rate Factor per 10 °C and Retirement Strain Limit.
Each value is checked against the accepted range in the input table below. A value outside its range stops the calculation rather than producing a misleading figure — the results blank out and a message appears.
The validated values are substituted into the expression above, which resolves Accumulated Creep Strain together with every supporting figure in one pass — no value is carried over from a previous entry.
The supporting outputs — Creep Rate in Service, Load as Fraction of MBL, Load Acceleration, Temperature Acceleration, Permanent Elongation and Hours to Retirement Strain — come from the same pass, so they always describe the same case as the headline figure.
Results are rounded for display only. The full-precision value is used throughout the chain, so reading a rounded intermediate figure back into the tool by hand can shift the last digit.
What each input means
Where to read each value on the floor, the unit it must be in, and the range the tool accepts.
Input
Unit
Accepted range
Default
What it means
Minimum Breaking Load
kN
1 to 3000 kN
100
Sustained Applied Load
kN
0.1 to 1500 kN
20
Rope Length
m
1 to 2000 m
30
Hours Under Load
h
1 to 100000 h
3000
Creep Rate at Reference
%/1000 h
0.005 to 20 %/1000 h
0.5
From a sustained-load creep test on the actual rope.
Reference Load Fraction
%
1 to 60 %
20
Load Exponent
n
1 to 8 n
3.5
Service Temperature
°C
-30 to 80 °C
30
Reference Temperature
°C
-30 to 60 °C
20
Rate Factor per 10 °C
×
1 to 5 ×
2
Retirement Strain Limit
%
0.5 to 20 %
5
What the tool returns
The headline figure and every supporting value it is built from.
Output
Unit
What it tells you
Accumulated Creep Strain (headline result)
%
Permanent extension accumulated over the service hours
Creep Rate in Service
%/1000 h
Load as Fraction of MBL
%
Load Acceleration
×
Temperature Acceleration
×
Permanent Elongation
m
Hours to Retirement Strain
h
Worked example
Given
Minimum Breaking Load
100 kN
Sustained Applied Load
20 kN
Rope Length
30 m
Hours Under Load
3000 h
Creep Rate at Reference
0.5 %/1000 h
Reference Load Fraction
20 %
Load Exponent
3.5 n
Service Temperature
30 °C
Reference Temperature
20 °C
Rate Factor per 10 °C
2 ×
Retirement Strain Limit
5 %
The tool loads with this case already solved — the Accumulated Creep Strain shown above is its answer. Change one value and the difference from this baseline is the sensitivity of the result to that variable.
How to use it
Work through the input groups in order — Rope & Load and Creep Behaviour. The defaults are a realistic case, so you can change one value at a time and watch what moves.
There is no calculate button. Every figure recalculates as you type or drag, which is what makes this usable for a what-if sweep rather than a single answer.
Read Accumulated Creep Strain in the dark results panel — that is the headline figure, expressed in %.
Check the supporting rows underneath (Creep Rate in Service, Load as Fraction of MBL, Load Acceleration, Temperature Acceleration, Permanent Elongation and Hours to Retirement Strain) before acting on the headline — they are where an implausible input usually shows itself first.
Reset to defaults returns every field to the reference case, which is the quickest way to check whether a surprising result came from the tool or from an input you had changed earlier.
Where this is used
Process planning — establishing Accumulated Creep Strain before a trial is booked, so machine time and material in Ropeway, Cable & Webbing Dynamics are committed against a calculated figure rather than an estimate.
Costing and quotation — Accumulated Creep Strain is an input to the cost sheet, and quoting from a worked number rather than a remembered one is what keeps a margin intact.
Troubleshooting — when the floor result drifts from plan, entering the measured values (starting with Minimum Breaking Load) shows how much of the gap in Accumulated Creep Strain each variable explains.
Teaching and study — the accepted ranges bracket normal Ropeway, Cable & Webbing Dynamics practice, so moving one variable at a time shows the shape of the relationship rather than a single answer.
Assumptions and limits
Secondary creep at a steady rate is what this models, and it will not warn you about the end. Tertiary creep accelerates into creep rupture, which arrives without any change in appearance and is the actual failure mode for HMPE held at high load fraction — a line well inside its strain limit can still be close to rupture if the load fraction is high enough. Creep-resistant HMPE grades behave quite differently from standard ones and their constants are not interchangeable. Load is also assumed constant; cyclic and shock loading are separate mechanisms this does not cover. **Rope in lifting or life-safety service must be specified, inspected and retired under the applicable standards, not on the basis of this estimate.**
Every input is bounded to the range normal practice occupies (Minimum Breaking Load 1 to 3000 kN, Sustained Applied Load 0.1 to 1500 kN and Rope Length 1 to 2000 m, and so on for the rest). Those bounds are guard rails against typing errors, not a claim that the formula fails one unit outside them.
The calculation is deterministic: the same inputs always give the same result. It carries no allowance for machine condition, operator skill, ambient conditions or lot-to-lot material variation unless an input above explicitly represents one.
Nothing is sent anywhere. The maths runs in your browser, so the numbers you type never leave the page.
Questions people ask
What do I need to know before using the Synthetic Winch Line Creep & Permanent Elongation?
Have these to hand: Minimum Breaking Load, Sustained Applied Load, Rope Length, Hours Under Load, Creep Rate at Reference, Reference Load Fraction, Load Exponent, Service Temperature, Reference Temperature, Rate Factor per 10 °C and Retirement Strain Limit. With those entered, the tool returns Accumulated Creep Strain immediately.
What exactly is Accumulated Creep Strain?
Permanent extension accumulated over the service hours. It is reported in %. It is derived from Minimum Breaking Load, Sustained Applied Load, Rope Length, Hours Under Load, Creep Rate at Reference, Reference Load Fraction, Load Exponent, Service Temperature, Reference Temperature, Rate Factor per 10 °C and Retirement Strain Limit, and is the figure the rest of the Ropeway, Cable & Webbing Dynamics calculation is built around.
Which units does this calculator expect?
Enter Minimum Breaking Load in kN, Sustained Applied Load in kN, Rope Length in m, Hours Under Load in h, Creep Rate at Reference in %/1000 h, Reference Load Fraction in %, Load Exponent in n, Service Temperature in °C, Reference Temperature in °C, Rate Factor per 10 °C in × and Retirement Strain Limit in %. Mixing unit systems is the most common cause of a result that looks an order of magnitude wrong — convert before typing, not after reading.
What are the other figures under the main result?
They are the intermediate quantities the calculation passes through: Creep Rate in Service, Load as Fraction of MBL, Load Acceleration, Temperature Acceleration, Permanent Elongation and Hours to Retirement Strain. They are shown because a headline number nobody can trace is a number nobody trusts — checking them against your own expectation is the fastest way to confirm the inputs were read as you intended.
Can I rely on this for a production decision?
Secondary creep at a steady rate is what this models, and it will not warn you about the end. Tertiary creep accelerates into creep rupture, which arrives without any change in appearance and is the actual failure mode for HMPE held at high load fraction — a line well inside its strain limit can still be close to rupture if the load fraction is high enough. Creep-resistant HMPE grades behave quite differently from standard ones and their constants are not interchangeable. Load is also assumed constant; cyclic and shock loading are separate mechanisms this does not cover. **Rope in lifting or life-safety service must be specified, inspected and retired under the applicable standards, not on the basis of this estimate.** Treat the output as an engineering estimate that narrows the trial window, not as a substitute for the trial.