Cable Pulling Tension, Sidewall Pressure, Jam Ratio & Fill
Calculate section-by-section cable pulling tension in both directions, bend sidewall pressure, three-cable jam ratio and conduit fill. Compare friction, cable limits and pull-line ratings.
Caution
A pull line can cut insulation on existing wires even when calculated loads are low. Have existing circuits isolated and verified dead, and use a pulling method that protects their insulation.
Use this cable pulling tension calculator to plan a conduit run before choosing a pulling line or lubricant. It is intended for electrical engineers, communications installers, students and people comparing possible routes. The default example adds one Belden 2412 Cat 6 cable to an 18 m run with two bends and three existing insulated wires.
Enter the actual conduit inside diameter and the outside diameter of each cable or existing wire, including insulation. Trade sizes are not bore dimensions. The moving cables must have the same diameter and weight per length; existing wires can be entered in two size groups. Each jacketed multiconductor cable counts as one object for conduit fill, while separate insulated conductors count individually.
Describe the route from end A toward end B using up to seven sections. Choose a straight section with a signed rise angle, a capstan bend, or a horizontal bend with cable self-weight included. The bend angle is the change in direction, not the included angle between the legs. Enter the inside bend radius. Sections marked unused contribute nothing. Add reel drag and entry-guide resistance as feed tension.
The calculator propagates tension section by section and repeats the calculation from the opposite end, reversing the straight-run slopes. Compare the two peak tensions and bend sidewall pressures. The preferred direction minimizes the largest utilization of the entered mechanical limits; an earlier section can govern even when the final puller tension is lower. The section table identifies the locations that need attention.
For category cable, use its manufacturer's pulling rating rather than a limit calculated from copper strength. Four-pair cable commonly has a 110 N limit. The default diameter, weight and installation bend radius come from Belden's 2412 data. A conductor-stress mode is available for pulling eyes on power conductors. Compare the proposed line's working load rating after termination reductions with the required rating including your additional reserve.
The friction sweep shows the benefit of lubrication without promising a particular lubricant coefficient. Select a product compatible with every cable jacket and conduit material, and obtain representative friction data. A lower coefficient reduces demand; it does not increase the cable's allowable tension.
The conduit fill calculator implements the area method and count-dependent limits of NEC 2023 Chapter 9. Obtain actual conduit and insulated-conductor dimensions from manufacturer data or the applicable Tables 4 and 5. For an IEC 61386 conduit system, choose the local design-limit option: IEC 61386 does not establish a universal installation fill percentage. Check against the standard in force.
Area fill cannot prove that a cable will pass existing wires, connectors, damaged conduit or crowded fittings. The equal three-cable jam ratio is a separate screening calculation. This tool does not check electrical separation, permitted wiring combinations, ampacity derating, fire stopping, supports or electrical performance after installation. Installation work belongs to a qualified person.
How it is calculated
The section method follows Southwire, Power Cable Manual, 4th edition (2016), chapter 7, with General Cable's 9th-edition installation manual (2011) as a cross-check. Total moving weight per length is , where is the weight per length of one cable. For a straight inclined by in the direction of travel, . Reverse pulls traverse sections backwards and reverse every straight slope.
For the requested capstan option, (Southwire 7-15). The horizontal self-weight option uses Southwire 7-10: , with . Angles are converted to radians. This option avoids a zero load for a bend entered with zero tension.
For equal moving cables, , triangular , cradled , and four or more . Two cables use the conservative triangular factor. Three loose cables use cradled geometry when ; a bound triangular assembly remains triangular.
Sidewall bearing force per length is for one cable, for three cradled cables, and for triangular, dual or complex configurations (Southwire 7-20–22; Polywater configuration guidance). The larger bend-end tension is used. The manufacturer's limit remains an independent input.
Conductor-eye tension is allowable metal stress times conductor area and the gripped count, reduced to 80% for more than three conductors (Southwire 7-4–6). A cable rating is kept separate; multiplying it by cable count requires verified equal sharing. The assembly limit also respects the pulling head and line working load, including the selected line reserve.
Fill uses outside areas for every moving and existing object, divided by bore area. NEC 2023 Chapter 9 uses the count-dependent area allowance; the short-nipple option requires a route no longer than 24 in. Dimensions are entered rather than reproducing Tables 4 or 5. The maximum count uses the integer area budget, checking the one- and two-object allowances separately.
The equal-three-cable jam screen uses General Cable §3.7.3.4: , possible at 2.5–2.8 and probable at 2.8–3.2. Raw is also retained in the calculation. Brent's method finds the friction coefficient at which the first entered mechanical limit is reached. The root residual is bounded away from the root so both bracket endpoints stay finite. Results distinguish a solved limit, no feasible coefficient and a limit at or beyond the investigated maximum of 1.5. Horizontal bends use an algebraically equivalent scaled-hypotenuse and expm1 evaluation to avoid overflow and cancellation.
Assumptions
Steady sliding, constant dynamic friction, round uniform bore, circular cables, and equal moving-cable diameters and masses. Existing wires stay stationary: their weight is not added to the moving assembly. Their contact drag must already be represented in the chosen effective friction coefficient. Default cable diameter 5.69 mm, weight 0.32361945 N/m (33 kg/km at standard gravity) and loaded bend radius 57.2 mm are from Belden 2412, revision 20 February 2026; the conservative 110 N four-pair rating follows category-cable practice. The route, existing-wire dimensions, feed tension and line ratings are illustrative editable planning inputs.
Where it applies
The capstan option is the manufacturer's commonly used bend approximation. It neglects bend weight and vertical gravitational change; low entering tension (below 10WR) triggers a warning. Use the exact horizontal option for weight-sensitive horizontal bends; vertical bends at low tension require the full oriented-bend analysis outside this tool. Straight-run gravitational effects are included. Sidewall pressure is the conventional tension-induced bearing force per length, not material contact stress or a cable crush-test rating.
A fill result is an area screen, not a packing, clearance, obstruction or pullability proof. NEC 2023 rules are implemented conservatively without the equal-conductor fractional-count rounding exception; special wiring articles and local amendments may differ. The short-nipple exception applies only between enclosures. For IEC 61386-1:2008+A1:2017 conduit systems, enter the local installation fill limit; no universal IEC fill percentage is implied. Check against the standard in force. Rules and source data were reviewed on 7 November 2026.
The corrected jam bands apply only to three loose, equal moving cables in an otherwise empty conduit. A bound assembly, mixed sizes, existing wires or four-plus cables needs separate clearance and snagging assessment; a low jam-band number does not establish freedom from jamming. With existing wires, the standard geometry factors describe only the moving assembly and cannot predict crossing or cable-on-cable contact.
A missing sidewall limit leaves that check unrated. The friction ceiling covers only the entered tension, head, line and optional sidewall limits; it cannot overcome fill, bend-radius or jam problems. “No feasible coefficient” means that even zero friction exceeds an entered load limit. “≥1.5” means that the limits are met throughout the investigated range; it does not claim a solved upper limit. A numeric zero is displayed only when zero friction itself is the solved limiting coefficient. It is not a lubricant specification. WLL must already include termination and knot derating; the additional reserve is not a substitute for a manufacturer's safety factor.
Negative demand is clipped at zero because a cable cannot push. Such cases require controlled feeding/braking and a separate transient assessment. Restart friction, acceleration, pull-line stretch, winch/anchor reactions and damage to existing insulation are outside the model. The drawing is a schematic bend detail. Profiles are sampled directly from analytic section formulas at 60 intervals per active section; this sampling does not approximate the reported endpoint loads.
For pairs, this tool applies the conservative triangular three-cable weight factor only where D/d > 1 + 2/√3 ≈ 2.155. This is a domain restriction of this calculator, not a physical two-cable packing limit. Tighter pair geometry requires a dedicated contact analysis. Unsupported geometry is rejected before bend and friction-limit calculations are attempted; result cards are withheld.
References
- Southwire, Power Cable Manual, 4th edition (2016), chapter 7, pp. 7-11–7-17 and worked example pp. 7-23–7-27. https://www.southwire.com/medias/sys_master/installation-manuals/installation-manuals/hc5/hcd/8887676076062/Power-Cable-Installation-Guide-Southwire.pdf
- General Cable, Cable Installation Manual for Power and Control Cables, 9th edition (September 2011), §§3.7.2–3.7.3 and 3.9.4. https://electrical-engineering-portal.com/res/Cable-Installation-Manual-for-Power-and-Control-Cables.pdf
- Belden 2412, Category 6+ cable data, revision 20 February 2026. https://www.belden.com/products/cable/ethernet-cable/category-6-cable/2412
- Belden, Do You Know What it Takes to Pull Category Cable for AV Projects? Worked conduit-fill example and category-cable handling limits. https://www.belden.com/blog/what-it-takes-to-pull-category-cable-for-av-projects
- Polywater, Friction Coefficient in Cable Pulling Sidewall Pressure Limits, equations for one, two, three and complex cable configurations. https://www.polywater.com/en/knowledge-hub/coefficient-in-cable-pulling-part-4/
- NFPA 70, National Electrical Code, 2023 edition, Chapter 9, Table 1 and Notes; Tables 4 and 5 for dimensions supplied by the user. Check against the standard in force. https://www.nfpa.org/codes-and-standards/nfpa-70-standard-development/70
- IEC 61386-1:2008+A1:2017, Conduit systems for cable management — general requirements; local installation fill criteria are user supplied. https://webstore.iec.ch/en/publication/60579
- ANSI/TIA-568.2-D (2018), balanced twisted-pair cabling practice; 110 N four-pair handling limit corroborated by Leviton's Cat 6A reference guide, p. 13. https://www.c3comunicaciones.es/Documentacion/Leviton/Leviton_Cat6ARefGuide.pdf
Inputs
| Input | Symbol | Unit | Default |
|---|---|---|---|
| Conduit inside diameter Use the actual bore, not the conduit trade size. | D_in | mm | 20 |
| Pulled cable outside diameter | d_c | mm | 5.69 |
| Weight per length, each pulled cable For mass data, multiply kg/m by 9.80665; the default 33 kg/km equals 0.324 N/m. | W_c | N/m | 0.32361945 |
| Equal cables pulled together | n_c | 1 | |
| Existing wires, first size | n_e | 3 | |
| Existing wire outside diameter | d_e | mm | 3.5 |
| Existing wires, second size | n_e2 | 0 | |
| Second existing wire outside diameter | d_e2 | mm | 3.5 |
| Three-cable configuration | arrangement | Automatic: loose cables | |
| Fill rule | fill_rule | NEC 2023: complete raceway | |
| Local maximum area fraction Enter the limit required by the local wiring rules or project specification. | f_custom | 0.4 | |
| Dynamic friction coefficient Use cable/conduit/lubricant test data; existing wires require an effective contact value. | mu_pull | 0.35 | |
| Comparison friction coefficient A sensitivity case, not a guaranteed lubricant performance. | mu_lube | 0.2 | |
| Feed tension at either end Includes reel drag and entry guides before the first section. | T_feed | N | 5 |
| Cable tension limit | limit_mode | Manufacturer rating, per cable | |
| Maximum tension per cable Four-pair category cable commonly permits 110 N; use the actual cable rating. | T_rating | N | 110 |
| Verified equal tension sharing Enable only with an attachment that distributes tension equally. | equal_share | false | |
| Gripped conductors per cable | n_core | 1 | |
| Metal area per gripped conductor | A_core | mm^2 | 107.2 |
| Allowable conductor pulling stress Southwire soft copper: 0.008 lbf/cmil ≈70.23 MPa; aluminum depends on alloy and temper. | sigma_allow | MPa | 70.23 |
| Grip and puller working load limit Enter the lowest rating of the pulling head, puller and attachment. | T_head | N | 500 |
| Pull line working load limit Use the rated working load after any knot or termination reduction, not breaking strength. | T_line | N | 500 |
| Additional line load reserve | line_reserve | 1.5 | |
| Manufacturer installation bend radius Use the loaded installation radius; it may exceed the stationary bend radius. | R_min | m | 0.0572 |
| Manufacturer sidewall limit (0 = unrated) A force per bend length, not contact stress; do not borrow a power-cable limit for Cat 6. | P_limit | N/m | 0 |
| Section type | seg_1 | Straight, horizontal or inclined | |
| Straight length | L_1 | m | 8 |
| Rise angle toward B Positive rises from A to B; negative descends. | slope_1 | deg | 0 |
| Bend deflection | angle_1 | deg | 90 |
| Inside bend radius Use the inside radius of the bend, not the conduit centerline radius. | R_1 | m | 0.15 |
| Section type | seg_2 | Horizontal bend: includes self-weight | |
| Straight length | L_2 | m | 0 |
| Rise angle toward B Positive rises from A to B; negative descends. | slope_2 | deg | 0 |
| Bend deflection | angle_2 | deg | 90 |
| Inside bend radius Use the inside radius of the bend, not the conduit centerline radius. | R_2 | m | 0.15 |
| Section type | seg_3 | Straight, horizontal or inclined | |
| Straight length | L_3 | m | 6 |
| Rise angle toward B Positive rises from A to B; negative descends. | slope_3 | deg | 0 |
| Bend deflection | angle_3 | deg | 90 |
| Inside bend radius Use the inside radius of the bend, not the conduit centerline radius. | R_3 | m | 0.15 |
| Section type | seg_4 | Horizontal bend: includes self-weight | |
| Straight length | L_4 | m | 0 |
| Rise angle toward B Positive rises from A to B; negative descends. | slope_4 | deg | 0 |
| Bend deflection | angle_4 | deg | 90 |
| Inside bend radius Use the inside radius of the bend, not the conduit centerline radius. | R_4 | m | 0.15 |
| Section type | seg_5 | Straight, horizontal or inclined | |
| Straight length | L_5 | m | 4 |
| Rise angle toward B Positive rises from A to B; negative descends. | slope_5 | deg | 0 |
| Bend deflection | angle_5 | deg | 90 |
| Inside bend radius Use the inside radius of the bend, not the conduit centerline radius. | R_5 | m | 0.15 |
| Section type | seg_6 | Unused | |
| Straight length | L_6 | m | 0 |
| Rise angle toward B Positive rises from A to B; negative descends. | slope_6 | deg | 0 |
| Bend deflection | angle_6 | deg | 90 |
| Inside bend radius Use the inside radius of the bend, not the conduit centerline radius. | R_6 | m | 0.15 |
| Section type | seg_7 | Unused | |
| Straight length | L_7 | m | 0 |
| Rise angle toward B Positive rises from A to B; negative descends. | slope_7 | deg | 0 |
| Bend deflection | angle_7 | deg | 90 |
| Inside bend radius Use the inside radius of the bend, not the conduit centerline radius. | R_7 | m | 0.15 |
Results
With the default inputs above, the calc gives:
| Result | Value |
|---|---|
| Planning assessment | Occupied conduit: verify contact loads |
| Preferred pull direction | Feed B; pull at A |
| Peak tension · feed A, pull B | 19.37 N |
| Peak tension · feed B, pull A | 18.46 N |
| Governing pulling limit | 110 N |
| Maximum sidewall pressure · A to B | 126.1 N/m |
| Maximum sidewall pressure · B to A | 117 N/m |
| Required line working load, preferred pull | 27.69 N |
| Occupied conduit area (%) | 17.28 |
| Selected fill limit (%) | 40 |
| Minimum bore from fill alone | 13.15 mm |
| Maximum pulled-cable count from fill alone | 3 |
| Three-cable jam screen · 1.05 D/d | Not applicable |
| Highest friction meeting entered load limits | 0.8898 |
| Comparison-friction peak · A to B | 11.13 N |
| Comparison-friction peak · B to A | 10.91 N |
Checked against sources
Each case below was calculated by this calc and agrees with the value from its source (within the tolerance where one is shown).
Southwire three-cable, three-bend worked pull
Source: Southwire Power Cable Manual, 4th ed. (2016), printed pp. 7-23–7-27 (PDF 144–148). Published expected values: 426, 934, 5119 and 4906 lbf; 1026 lbf/ft; cable limit 5079 lbf and fill 27.5%. The example rounds w to 1.25 and angles to 1.57, with intermediate rounding; this tool retains full precision, giving a peak about 5145 lbf. Tolerances allow the accumulated rounding without changing the physics. Its claim that a small tension overrun is probably acceptable is not used.
Inputs: Conduit inside diameter = 52.502 mm; Pulled cable outside diameter = 15.9 mm; Equal cables pulled together = 3; Existing wires, first size = 0; Feed tension at either end = 0 N; Dynamic friction coefficient = 0.4; Cable tension limit = Pulling eye: conductor stress; Metal area per gripped conductor = 107.2 mm²; Allowable conductor pulling stress = 70.229 MPa; Grip and puller working load limit = 44,482 N; Pull line working load limit = 1,000,000 N; Additional line load reserve = 1; Manufacturer sidewall limit (0 = unrated) = 7,297 N/m; Manufacturer installation bend radius = 0.01 m; Straight length = 121.9 m; Section type = Bend: capstan; Inside bend radius = 0.887 m; Straight length = 30.48 m; Section type = Bend: capstan; Inside bend radius = 0.887 m; Straight length = 15.24 m; Section type = Bend: capstan; Inside bend radius = 0.887 m; Section type = Straight, horizontal or inclined; Straight length = 30.48 m; Rise angle toward B = -90 deg; Weight per length, each pulled cable = 10.362 N/m; the others as above.
| Result | Source | This calc |
|---|---|---|
| Section exit tensions toward B [1] | 1,895 ± 22.241 N | 1,897 N |
| Section exit tensions toward B [2] | 4,155 ± 53.379 N | 4,166 N |
| Peak tension · feed A, pull B | 22,770 ± 266.9 N | 22,888 N |
| Puller tension at B | 21,823 ± 266.9 N | 21,940 N |
| Maximum sidewall pressure · A to B | 14,973 ± 218.9 N/m | 15,095 N/m |
| Applicable cable assembly tension limit | 22,593 N | 22,590 N |
| Occupied conduit area (%) | 27.5 ± 0.1 | 27.516 |
General Cable maximum straight feeder spacing
Source: General Cable Installation Manual, 9th ed. (2011), §3.9.4 Example 1, printed p.71 / PDF p.74: about 2350 ft straight pull at 8400 lbf with three 1.783 lbf/ft, 1.35 in cables in a 4.050 in bore, friction 0.5. Published spacing is approximate. The example's statement that this bore avoids jamming contradicts §3.7.3.4: 1.05D/d = 3.15 lies in the probable jam band. This tool keeps that jam warning.
Inputs: Conduit inside diameter = 102.9 mm; Pulled cable outside diameter = 34.29 mm; Equal cables pulled together = 3; Existing wires, first size = 0; Dynamic friction coefficient = 0.5; Feed tension at either end = 0 N; Cable tension limit = Pulling eye: conductor stress; Metal area per gripped conductor = 177.3 mm²; Allowable conductor pulling stress = 70.229 MPa; Grip and puller working load limit = 1,000,000 N; Pull line working load limit = 1,000,000 N; Additional line load reserve = 1; Manufacturer sidewall limit (0 = unrated) = 14,594 N/m; Straight length = 716.3 m; Section type = Unused; Section type = Unused; Section type = Unused; Section type = Unused; Weight per length, each pulled cable = 26.021 N/m; the others as above.
| Result | Source | This calc |
|---|---|---|
| Peak tension · feed A, pull B | 37,365 ± 222.4 N | 37,277 N |
| Weight correction for the moving assembly | 1.333 | 1.333 |
| Three-cable jam ratio with ovality allowance | 3.15 | 3.15 |
| Jam band: 0 low, 1 possible, 2 probable | 2 | 2 |
Belden six category cables in a one-inch conduit
Source: Belden, Do You Know What it Takes to Pull Category Cable for AV Projects?, question 4 and answer d. https://www.belden.com/blog/what-it-takes-to-pull-category-cable-for-av-projects — conduit area 0.864 in², cable OD 0.265 in and rounded cable area 0.055 in², 40% fill gives 6.2836 and a maximum six cables. This tool uses the stated OD to compute area; the 0.2 percentage-point tolerance covers the source's rounded cable area.
Inputs: Conduit inside diameter = 26.641 mm; Pulled cable outside diameter = 6.731 mm; Equal cables pulled together = 6; Existing wires, first size = 0; the others as above.
| Result | Source | This calc |
|---|---|---|
| Maximum pulled-cable count from fill alone | 6 | 6 |
| Occupied conduit area (%) | 38.194 ± 0.2 | 38.302 |
| Permitted fill fraction | 0.4 | 0.4 |
Related Resources
Related courses
IEC Electrical Schematics and Industrial Control Panels
Basic Electrical Controls & Diagram Reading

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