Cable Pulling Tension & Sidewall Pressure Calculator (AEIC CG5)
Cable pulling tension calculator and sidewall pressure (SWBP) solver using the AEIC CG5 (2nd Ed.) pulling-guide method. Build the duct run section by section, walk the tension through, calculate SWBP at every bend, and check the pull in both directions.
Sidewall Pressure & Pull Tension Calculator
Build the duct run section by section. The tool walks the tension through, works out sidewall pressure at every bend, and checks the pull in both directions.
Cable and duct
K = 0.45 straight, 0.15 in high-pressure bends
Limits
From the eye, grip or conductor stress — whichever is lowest
Tension limit helper and options
Eye limit ≈ 16000 lb (two cables sharing)
Reel to duct entrance
Duct run in the A → B direction
- Max tension
- — lb
- Tension limit
- 8,000 lb
- SWBP limit
- 2,000 lb/ft
- Weight corr. Wc
- 31622.777
| # | Section | K | T out (lb) | SWBP (lb/ft) |
|---|---|---|---|---|
| 1 | Straight, level | 0.45 | 205,769,457 | — |
| 2 | Bend, concave, pulling up | 0.15 | — | — |
| 3 | Slope, pulling up | 0.45 | — | — |
| 4 | Bend, convex, pulling up | 0.15 | — | — |
| 5 | Straight, level | 0.45 | — | — |
| 6 | Bend, concave, pulling up | 0.15 | — | — |
Simplified tension equations, valid within about 5% where the WR/T₁ check passes. Where a section fails that check, or where tension or SWBP lands within 20% of a limit, run the exact equations before committing to the pull. Aim for a calculated maximum tension no higher than 80% of the allowable to leave room for start-up and surging.
Overview
Cable pulling tension and sidewall pressure (SWBP) are not lookup numbers. They depend on the order of the run: a 90° sweep at the start is harmless; the same sweep at the end can crush the cable. That is why this tool builds the duct run section by section, walks the tension along in one direction, then flips the route and checks both ends.
The method follows the AEIC CG5 (2nd edition) Underground extruded power cable pulling guide. The pressure equations also appear in IEEE 1185 and in manufacturer installation manuals, so the pressure side is well corroborated. The tension side is where methods diverge — that is covered below.
How the calculation works
Two passes. Walk tension along the whole route, section by section. Then derive the sidewall pressure at each bend from the tension leaving the bend. One tension number into each bend can give two completely different pressures depending on where it sits in the run.
The pressure at a bend
For one cable in a duct, sidewall pressure is the tension leaving the bend divided by the inside radius in feet. Three cables split into two formations, and which one applies depends on the jam ratio (duct I.D. ÷ cable O.D.):
- Cradled — the middle cable takes the load.
(3Wc − 2) × T ÷ 3R - Triangular — the bottom two share it.
Wc × T ÷ 2R
Below jam ratio 2.4 the cables ride triangular. From about 2.6 upward the published guidance describes the formation as first uncertain and then increasingly cradled. The tool assumes cradled across that whole range because cradled is the harder case, and assuming it is what the guide recommends when the formation is not clear. Triplexed assemblies hold a triangle throughout a pull, so jamming is unlikely for them whatever the calculated ratio.
Formation and jamming are separate questions. A jam ratio between 2.8 and 3.0 is the band where one cable can slip between the other two and wedge in a bend, and the tool flags that independently of which formula it used.
Weight correction earns its keep twice
Three cables in a duct press harder on the wall than their combined weight suggests, because they also press on each other. The weight correction factor Wc captures that.
It shows up in two places. Once in the pressure formulas above. And again inside the tension calculation, where it multiplies the friction coefficient. That second use is the one people leave out, and it matters more than the first.
Friction is not one number
The friction coefficient drops in a tight bend. It sounds backwards, but the physics is straightforward: at low contact force the lubricant film is thick and you are shearing the compound itself. Squeeze it thin and boundary lubrication takes over, and the compound starts doing its actual job.
The threshold sits around 150 lb/ft. The tool tries the low-pressure value first at every bend. If the result lands at or above 150, it recalculates with the high-pressure value. If that recalculation drops the pressure back under 150 — a contradiction — it keeps the low-pressure result, because that is the conservative one.
Direction decides the pull
The same duct run gives different tensions depending on which end you feed from. Bends near the pulling end multiply tension that has already built up. Bends near the reel multiply almost nothing. Feeding into the end with the most bends, or into the uphill side, usually wins.
This calculator runs both directions every time and shows you the better one, with the other reported underneath. On a marginal run this single choice is often the difference between a pull that works and one that stops halfway.
Worked example: 3 × 500 kcmil into 5" galvanised rigid steel
Cable O.D. 1.60 in, 2.2 lb/ft each. Duct I.D. 5.07 in. XLPE outer covering. Route from the switchgear: 10 ft straight, 90° sweep, 75 ft straight, 90° sweep, 635 ft straight, 90° sweep, then 30 ft into the transformer.
Jam ratio = 3.17 → the cables cradle. Weight correction comes out at 1.283.
| # | Section | K | Tout (lb) | SWBP (lb/ft) |
|---|---|---|---|---|
| 1 | 10 ft straight | 0.65 | 105 | — |
| 2 | 90° sweep | 0.65 | 390 | 37 |
| 3 | 75 ft straight | 0.65 | 803 | — |
| 4 | 90° sweep | 0.65 | 2 976 | 285 |
| 5 | 635 ft straight | 0.65 | 6 472 | — |
| 6 | 90° sweep | 0.25 | 10 713 | 1 026 |
| 7 | 30 ft straight | 0.65 | 10 879 | — |
Both friction cases show up here. At section 4 the low-pressure coefficient gives 285 lb/ft, but recalculating with the high-pressure value drops it to 127 — under the threshold, so the tool keeps the conservative low-K result. At section 6 the high-pressure value still leaves 1 026 lb/ft, so that one stands.
A compression eye on 500 kcmil copper, with two of the three cables sharing the load, allows 11 000 lb. The pull finishes at 10 879 — 99 percent of the limit. Now feed from the transformer end instead: 12 506 lb and 1 193 lb/ft, 114 percent of the limit. The pull fails.
AEIC CG5 recommends keeping the calculated maximum at or below 80 percent of allowable as good design practice, with headroom for start-up and surging. This run needs a pull box in the middle of the 635 ft straight — or a larger sweep on the last bend — before anyone touches it.
Why some calculators report lower numbers
A lot of free tools use a lookup table of bend multipliers — typically 2.2 for a 90° bend at K = 0.5. That figure comes from raising e to the power of friction × angle, and it leaves the weight correction factor out of the exponent.
Put Wc back in, at 1.28, and the same multiplier becomes 2.74. Across three bends that compounds: roughly 8 000 lb by the old method against nearly 10 900 here. The published guide is explicit that the coefficient used in these equations already carries the weight correction factor, and its own worked examples confirm it.
If a tool gives you a comfortably lower answer for a multi-bend pull, check whether it is applying Wc to the bends or only to the straights.
What has to pass besides pressure
Tension at the pulling end has to stay under whichever is lowest: the eye / grip rating, or the conductor stress limit. Clearance has to be at least half an inch so the cable and pulling hardware physically fit. Jam ratio has to stay clear of the 2.8 to 3.0 band. And no bend can be tighter than the cable's own minimum radius, which is a multiple of its diameter set by the shield construction.
The tool flags all four alongside the pressure result.
Use this alongside cable sizing (to pick the cross-section in the first place) and voltage drop (to verify drop after the cross-section is fixed). The three together give you: size → drop → field feasibility.
How it works
- 1. Describe cable + ductCables per duct (1 / 3 / 3-triplex), weight, O.D., duct I.D., duct material and outer covering — friction table and weight-correction factor Wc are chosen from these values.
- 2. Set the limitsSWBP construction limit and the pulling-tension ceiling from the eye/grip or conductor stress. The tool compares both directions against these ceilings.
- 3. Build the run A → B+ Straight, + Slope or + Bend section-by-section. Edit bend angles (0–90°) and radii (ft or m). The solver then walks tension, re-flips slopes and angles, and solves B → A.
- 4. Review both directionsThe summary shows the better end to pull from, with each row tension out, SWBP at every bend, K value chosen, and flags for: jam ratio band, clearance, min bend radius, grip eye ceiling.
FAQ
What is a safe sidewall pressure limit?+
There is no single figure — published values disagree 4:1. AEIC CG5 lists limits by construction, reaching 2000 lb/ft for some shielded designs, while at least one major manufacturer recommends 500 lb/ft whenever the three-cable equations are used. Treat the dropdown as a starting point and confirm with the cable maker before a marginal pull; where the two differ, the manufacturer's figure controls.
Why does the calculator ask for the run in one direction and then check both?+
Because you only need to describe the geometry once. The tool reverses the section order, flips every slope and bend direction from upward to downhill, and runs the whole calculation again. Which end you feed from often changes the answer by 30 % or more, and it is the cheapest fix available when a pull comes out marginal.
Do I need the weight correction factor for a single cable?+
No. For one cable in a duct it equals 1 and drops out of both the tension and the pressure equations. Wc only exists to account for three cables pressing against each other as well as against the duct wall.
Why does friction go down in a tight bend?+
The lubricant works better under high contact force. At low force you are shearing a thick layer of compound. At high force the layer thins out and behaves as a proper boundary lubricant. The effect kicks in around 150 lb/ft, which is why the calculation uses two friction values rather than one.
Another calculator gives me a lower tension. Which one is right?+
Check whether the other tool puts the weight correction factor inside the bend exponent. Many use a fixed 2.2 multiplier table for a 90° bend that leaves Wc out, which can under-report a three-bend pull by roughly a third. The method here follows the current AEIC CG5 pulling guide, whose own worked examples reproduce to within a pound or two.
My cable and duct combination is not in the friction list.+
The published table has gaps because not every pairing was tested. Where a value is missing the tool says so rather than guessing. Ask the cable maker or the lubricant supplier for a measured coefficient. Clay-based lubricants in particular run well above soap-and-water at low pressures, so a generic number can be badly optimistic.
What is the jam ratio 2.8 to 3.0 band, and why is it flagged?+
For three cables in a round duct, that is the zone where one cable can slide between the other two and wedge inside a bend — a pull that "goes solid" partway through. The tool flags the ratio independently of the pressure formula, because a jam is a geometry failure, not a pressure one.
Why is there an 80 % of allowable design target when the pull shows 99 %?+
Start-up forces, surging, uneven lubrication, slight duct misalignment and tolerance on bend radii all eat margin. AEIC CG5 calls keeping the calculated maximum at or below 80 % of allowable a desirable design practice. 99 % passes the number on the page but leaves no headroom for reality in the trench.