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Cable Pulling Calculator

Cable pulling per NEC/IEEE 1185. Tension limits, sidewall bearing pressure, jam ratio analysis.

Cable Specification

Installation Type

Pull Route

S10.4 kNB2 →90°0.7 kNS30.9 kNW80 m total straight length
Tension Estimate~0.9 kN (3% limit)
SWBP ~1091 N/m(22% limit)
3 segments80 m straight1 bends

Configure your cable pull route and click Calculate

How Cable Pulling Works

The cable pulling calculator determines the feasibility of installing cables through conduit, duct, cable tray, or direct burial routes. It models the physics of pulling tension accumulation through multi-segment routes with straight runs and bends.

For straight sections, the pulling tension increases according to T_out = T_in + w × L × μ × cos(θ) + w × L × sin(θ), where w is the cable weight force per unit length, L is the section length, μ is the coefficient of friction, and θ is the inclination angle from horizontal. Positive angles represent uphill runs where gravity opposes the pull.

At bends, the capstan equation applies: T_out = T_in × e^(μ × θ), where θ is the bend angle in radians. This exponential relationship means that tension increases dramatically at bends — a single 90° bend with μ=0.35 multiplies the tension by approximately 1.73.

Sidewall bearing pressure (SWBP) at each bend is calculated as SWBP = T / r, where T is the tension and r is the bend radius. IEEE 1185 recommends a limit of 5000 N/m to prevent cable jacket damage.

For conduit installations with 3 cables, the jam ratio (conduit ID / cable OD) is checked. Ratios between 2.5 and 3.0 present a risk of cables locking in a triangular formation per NEC Chapter 9, Table 1 Note 6. Conduit fill is verified against NEC Chapter 9 Table 1 limits (53% for 1 cable, 31% for 2, 40% for 3+).

The calculator performs bidirectional analysis, computing tension for both pull directions and recommending the direction with lower maximum tension. Maximum allowable tension is k × conductor area, where k = 70 N/mm² for copper and 40 N/mm² for aluminium per AEIC CS8.

Frequently Asked Questions

What is sidewall bearing pressure (SWBP) in cable pulling?
Sidewall bearing pressure (SWBP) is the force per unit length exerted on the cable jacket at bends during pulling. It's calculated as SWBP = T / r, where T is the pulling tension at the bend and r is the bend radius. IEEE 1185 recommends a limit of 5,000 N/m (approximately 500 kgf/m) to prevent jacket damage. Tight bends with high tension are the most critical locations.
What is jam ratio and why does it matter?
Jam ratio is the conduit inner diameter divided by the cable outer diameter (D/d). When pulling 3 cables through a conduit, ratios between 2.5 and 3.0 create a risk of cables locking in a triangular formation — they can wedge against each other and become stuck. Below 2.5, cables physically cannot fit. Above 3.0, cables pass freely. This is referenced in NEC Chapter 9, Table 1 Note 6.
How does the capstan equation apply to cable bends?
At bends, the capstan (Euler) equation T_out = T_in × e^(μθ) describes how tension multiplies exponentially. For a 90° bend with friction coefficient μ=0.35, the multiplier is e^(0.35 × π/2) ≈ 1.73, meaning tension increases by 73%. Multiple bends compound this effect — two 90° bends can nearly triple the tension.
What pulling tension limits apply to copper and aluminium cables?
Maximum allowable pulling tension is T_max = k × A, where A is conductor area (mm²). For copper conductors, k = 70 N/mm² (≈10 lbf/kcmil); for aluminium, k = 40 N/mm². These limits per AEIC CS8 and NEC Section 300.17 prevent permanent conductor deformation during installation.
Why does pull direction matter in cable installation?
The calculator analyses both pull directions because tension accumulation depends on the order of segments. Pulling uphill first means gravity assists through subsequent downhill sections, potentially reducing maximum tension. The recommended direction is the one with lower maximum tension at the pull-out end.
What friction coefficients should I use for cable pulling?
Typical friction coefficients: PVC conduit μ=0.35, HDPE duct μ=0.30, cable tray μ=0.15, with rollers μ=0.10. These values assume dry conditions. Lubricant can reduce conduit friction to μ=0.15-0.20 — always specify the actual conditions. For underground duct banks, use μ=0.30 as a conservative starting point.

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Standards Reference

  • NEC/NFPA 70:2023 — Section 300.17, Chapter 9 Table 1
  • IEEE 1185 — Cable Installation in Raceways
  • AEIC CS8 — Conductor Tension Limits