Cable pulling tension calculator

Estimate cable pulling tension for Australian cable routes from entered cable mass, route segments, friction, bends, vertical rise and a user-entered pull limit.

  • Calculator
  • Cable sizing
  • Australia
Choose a common cable-pull reference, or select Custom for a project-specific route label.
kg/m
Enter cable mass from supplier, manufacturer or project cable data.
m
Enter the first measured route section.
m
Optional measured route section. Leave blank if not used.
m
Optional measured route section. Leave blank if not used.
factor
Enter the friction factor used for the route, lubricant and containment basis.
bends
Enter the number of bends treated with the same bend-angle basis.
degrees
Enter the angle used for each counted bend. Use 0 where no bend allowance is needed.
m
Enter net upward route distance included in the pull. Use 0 for a flat route estimate.
N
Enter the project, manufacturer or supplier maximum pulling tension used for this comparison.
Wm = mass_kg_per_m x 9.81; Lroute = L1 + L2 + L3; Tbase = Wm x Lroute x mu; Tvertical = Wm x H; bend_multiplier = e^(mu x theta_rad); Tbends = (Tbase + Tvertical) x (bend_multiplier - 1); Tpull = Tbase + Tbends + Tvertical; margin = Tlimit - Tpull
  • Route segment 1 is required while route segments 2 and 3 are optional.
  • The bend model uses the entered bend count and bend angle as a planning basis, not a full pulling study.
  • The maximum pulling tension is entered by the user from project, manufacturer or supplier data.
  • The result does not calculate sidewall pressure, bend radius, hauling equipment, drum setup or installation method.
Formula variables
VariableMeaningUnitUse
mass_kg_per_mCable masskg/mCable mass entered from project, manufacturer or supplier data.
WmCable weight per metreN/mCable mass multiplied by 9.81 m/s2.
L1Route segment 1mFirst measured route section.
L2Route segment 2mOptional route section.
L3Route segment 3mOptional route section.
LrouteTotal route lengthmSum of entered route segments.
muFriction factorfactorUser-entered friction basis for route, lubricant and containment assumptions.
HVertical risemNet upward route distance included in the pull.
theta_radTotal bend angleradBend count multiplied by bend angle and converted to radians.
TbaseStraight-route tensionNWeight per metre multiplied by route length and friction factor.
TverticalVertical allowanceNWeight per metre multiplied by vertical rise.
TbendsBend allowanceNAdditional allowance from the entered bend basis.
TpullEstimated pulling tensionNStraight-route tension plus vertical and bend allowances.
TlimitEntered maximum pullNUser-entered project, manufacturer or supplier comparison value.
marginPull marginNEntered maximum pull minus estimated pulling tension.
More

Cable pulling tension calculator technical guide

Estimate cable pulling tension for Australian cable routes from entered cable mass, route segments, friction, bends, vertical rise and a user-entered pull limit.

Use this calculator when a cable route needs a traceable pulling-tension estimate before the installation method is finalised. It is useful for pit-to-switchboard routes, tray routes, risers, long containment paths and route changes where cable mass, friction, bends or vertical rise can make a simple length check misleading.

The output is a planning estimate from values entered by the user. It does not choose the cable, set a winch limit, decide lubricant, calculate sidewall pressure, check bend radius, decide the pull direction or replace the cable manufacturer's pulling guidance.

Field use cases

Practical cable pulling use cases
Work settingReal questionUseful action from this page
Pit-to-switchboard routeDo the bends make the route harder than the measured length suggests?Enter route segments, bend count, bend angle and a project pull limit before planning the pull.
Straight tray pullIs the route mostly driven by cable weight and friction?Use zero bends and zero vertical rise so the straight-route result stays clear.
Riser routeHow much upward route is included in the pull?Add vertical rise separately from horizontal route length.
Route changeDoes moving the cable path change the pull estimate enough to revisit method?Compare the old and new segment basis with the same cable mass and friction factor.
Installation planningWhat should be recorded before the crew or supervisor reviews the method?Export the route, cable mass, bend basis, friction basis and entered pull limit.

A useful record is specific. "Cable pull checked" is weak. "PULL-ROUTE-1, 1.8 kg/m cable, 20 m + 14 m + 8 m route, 0.24 friction factor, three 90 degree bends, 2.5 m rise and 688 N estimated pull against a 600 N entered limit" gives another reviewer enough detail to repeat or challenge the estimate.

Cable pull checklist

Values to collect before using the worksheet
ValueWhere it normally comes fromWhy it matters
Pull referenceCable schedule, drawing, pit run, riser, switchboard route or method noteTies the result to a route and cable record.
Cable massManufacturer data, supplier data, product datasheet or project cable recordConverts route length into weight force.
Route segmentsDrawing takeoff, site measurement, cable route sketch or marked-up planMakes the measured route reviewable instead of hiding it in one number.
Friction factorProject method, lubricant basis, containment assumption or reviewer inputDrives the straight-route tension and bend multiplier.
Bend count and angleRoute sketch, conduit path, tray route, pit layout or riser detailRepeated bends can dominate the estimate.
Vertical riseRiser route, switchboard elevation, containment change or site measurementAdds cable weight that must be lifted.
Maximum pulling tensionManufacturer data, supplier data, project specification or reviewer instructionProvides the comparison value used by the calculator.

The checklist is deliberately source-focused. Cable mass and maximum pull should not be guessed from a similar cable. Friction factor should be treated as a project assumption that can change with lubricant, containment, route condition, pull direction and site method.

Method comparison matrix

Cable-pull method basis
Method elementWhat the calculator doesBest useMain risk
Route segmentsAdds the entered route sections into one total length.Drawing or site routes that can be split into reviewable sections.Treating a scaled drawing as a final site measurement.
Cable massConverts kg/m to N/m with 9.81 m/s2.Product or supplier data already known for the selected cable.Using mass from a different cable construction.
Friction factorMultiplies straight-route force and bend effect.Early planning where the route and lubricant basis are documented.Hiding a rough assumption as though it were product data.
Bend basisUses bend count and angle to create a bend multiplier.Comparing route options or identifying bend-heavy pulls.Treating it as a full sidewall-pressure or bend-radius check.
Entered pull limitCompares the estimate with the user-entered value.Manufacturer, supplier or project comparison.Entering a limit without checking the exact cable and pulling method.

The formula is simple enough to be useful on site, but the input sources still matter. A tidy estimate with weak input sources is not a strong installation record.

Worked records

Cable pulling examples
SituationInputsResultRecord use
Pit route with bends1.8 kg/m cable, 20 m + 14 m + 8 m, friction 0.24, three 90 degree bends, 2.5 m rise, 600 N limit688.33 N estimate, 88.33 N above the entered limitShows why bend-heavy routes need method review before the pull.
Straight tray route1.8 kg/m cable, 24 m route, friction 0.24, no bends, no rise, 5000 N limit101.71 N estimate, well below the entered limitKeeps a simple straight-route record without hiding the route length basis.
Long riser pull2.6 kg/m cable, 38 m + 22 m + 18 m, friction 0.20, two 90 degree bends, 12 m rise, 1800 N limitPull estimate with route-length and vertical-rise review flagsPrompts review of pull direction, staging, equipment and site access.

These examples show why pulling tension should not be inferred from cable length alone. Cable mass, friction, vertical rise and bends can change the result even when the route length looks ordinary.

Review workflow

  1. Identify the cable route and pull reference from the schedule, drawing, route sketch or site note.
  2. Enter cable mass from project, supplier or manufacturer data.
  3. Break the route into measured sections that another reviewer can follow.
  4. Enter the friction factor used for the route, containment and lubricant assumption.
  5. Count the bends included in the same bend-angle basis.
  6. Add vertical rise only for upward route distance included in the pull.
  7. Enter the maximum pulling tension from the relevant project or product source.
  8. Read straight-route tension, vertical allowance, bend allowance and pull margin together.
  9. If the estimate is above or close to the entered limit, review pull direction, cable data, route access, bending, equipment and method.
  10. Keep sidewall pressure, bend radius, containment loading, cable selection and site work method outside this arithmetic worksheet.

This workflow keeps the calculator in its proper role. It creates a pull estimate that can be reviewed, not a complete installation method.

Boundary with cable size and voltage drop

Where this calculator stops
Related taskUse this page?Why
Cable sizingNoCable sizing depends on load, installation conditions, protection, voltage drop and standards review.
Voltage dropNoVoltage drop uses current, voltage, conductor data and route length under load.
Cable quantity and costNoQuantity and material cost belong in the cable cost and quantity calculator.
Bend radiusNoBend radius depends on cable construction, manufacturer data and installation method.
Sidewall pressureNoSidewall pressure needs bend radius, tension at the bend and cable-specific limits.
Pulling equipment selectionNoEquipment choice depends on site method, access, route, limits, safety and competent review.

Keeping these boundaries separate prevents a useful pulling worksheet from becoming a weak all-purpose installation decision. This page answers the pull-force estimate only.

Australian context

Australian electrical cable installation work is normally controlled by project documentation, current standards, manufacturer or supplier data, product instructions, site work methods and competent review. Cable pulling is also practical field work: route access, rollers, drum position, pull direction, lubricant, containment, bends and lifting points can change the job even when the arithmetic is unchanged.

This calculator keeps the public calculation transparent. It does not reproduce protected standards tables, supplier pulling charts or manufacturer product limits. It records the result from the values entered by the user so the result can be reviewed with the proper project documents.

Minimum export record

Cable-pull export record
Record itemWhy it matters
Pull referenceTies the estimate to the cable route, drawing, containment or site record.
Cable mass sourceShows which cable data was used for weight per metre.
Route segmentsMakes the total route length repeatable.
Friction factorRecords the route, lubricant and containment assumption.
Bend basisShows the bend count, bend angle and total bend angle used.
Vertical riseSeparates upward lift from horizontal route length.
Entered maximum pullShows the comparison value and source that must be checked outside the calculator.
Estimated pull and marginShows the practical review result before method planning.
ReviewerIdentifies who prepared or checked the estimate.

Stop points

  • Cable mass is unknown or copied from a different cable.
  • The maximum pull value is not sourced from the project, manufacturer or supplier record.
  • Route length is still a drawing shortcut and the result is close to the entered limit.
  • Bends are counted roughly without a route sketch or site basis.
  • Friction factor is a loose assumption and the result is sensitive to it.
  • Vertical rise, drum position or pull direction is not clear.
  • Bend radius, sidewall pressure, containment, roller spacing or pulling equipment is being treated as optional.
  • The result is being used as a site method decision without manufacturer data, project documentation and competent review.

The useful output is a repeatable pulling estimate, not just a newton value. Keep the route, cable mass, friction basis, bend basis and entered limit together so the result can be repeated when the route or method changes.

Pit-to-switchboard pull with bends

A cable route has three measured sections, three 90 degree bends, a small rise and a project-entered pull limit for a planning check.

Pull reference
PULL-ROUTE-1
Cable mass
1.8 kg/m
Route segments
20 m + 14 m + 8 m
Friction factor
0.24
Bends
3 x 90 degrees
Entered pull limit
600 N
  1. Route length42 m total entered route.
  2. Straight-route tension177.99 N before bend and vertical allowances.
  3. Bend allowance466.19 N from the entered bend count and angle basis.
  4. Pull comparison688.33 N estimate is above entered limit.
Estimated pulling tension688.33 N

Margin against the entered limit is -88.33 N.

The estimate is above the entered pull limit, mainly because repeated bends multiply the straight-route and vertical allowances. Review the route, pull direction, cable data and installation method before using the pull plan.

  • Cable mass is entered from project or product data.
  • Friction factor and bend basis are planning values supplied by the user.
  • The result is a pulling-tension worksheet, not a manufacturer or site-method decision.

Straight cable tray route

A straight route is checked with no bends or vertical rise so the estimate is driven by cable weight, route length and friction factor.

Pull reference
TRAY-PULL-1
Cable mass
1.8 kg/m
Route segments
24 m + 0 m + 0 m
Friction factor
0.24
Bends
0 x 0 degrees
Entered pull limit
5000 N
  1. Route length24 m total entered route.
  2. Straight-route tension101.71 N before bend and vertical allowances.
  3. Bend allowance0 N from the entered bend count and angle basis.
  4. Pull comparison101.71 N estimate is within entered limit.
Estimated pulling tension101.71 N

Margin against the entered limit is 4898.29 N.

The entered straight-route estimate is well below the comparison limit. The record should still keep the route, cable mass and friction basis visible for the installation review.

  • The entered route is treated as one straight planning path.
  • No bend or rise allowance is included.
  • Roller spacing, containment and pulling equipment remain separate checks.

Long riser pull

A longer route with vertical rise and two bends is checked before finalising pulling method and site access assumptions.

Pull reference
RISER-PULL-1
Cable mass
2.6 kg/m
Route segments
38 m + 22 m + 18 m
Friction factor
0.2
Bends
2 x 90 degrees
Entered pull limit
1800 N
  1. Route length78 m total entered route.
  2. Straight-route tension397.89 N before bend and vertical allowances.
  3. Bend allowance615.59 N from the entered bend count and angle basis.
  4. Pull comparison1319.55 N estimate is within entered limit.
Estimated pulling tension1319.55 N

Margin against the entered limit is 480.45 N.

The estimate highlights a long route and vertical component. Treat it as a prompt to review pull direction, staging, equipment and manufacturer data before committing to the site method.

  • Cable mass is constant for the route.
  • The entered vertical rise is net upward route distance.
  • Sidewall pressure and bend radius are not calculated on this page.

Questions

Does this calculator give a manufacturer pulling limit?

No. The maximum pulling tension is entered by the user from the project, manufacturer or supplier record. The page only compares the estimate with that entered value.

Can this replace a cable pulling plan?

No. A pulling plan can require pull direction, roller spacing, lubricant, winch setup, drum handling, bend radius, sidewall pressure and site method review.

Why do bends change the result so much?

The bend allowance uses the entered friction factor and total bend angle, so repeated bends can multiply the straight-route and vertical allowances quickly.

Should route length be one number or separate segments?

Use separate segments when the route was measured from drawings or site notes. The calculator sums the segments and shows the largest segment for record review.

Is this the same as cable size or voltage drop?

No. Cable size and voltage drop are electrical design checks. This page is a field installation planning worksheet for pulling tension.