Design smarter conduit routes with balanced pull distances. Test bends, friction, counts, and safety allowances. Place handholes confidently before crews, schedules, and budgets tighten.
| Scenario | Route length | Cable weight | Friction | Total bends | Reserve | Suggested spacing | Estimated handholes |
|---|---|---|---|---|---|---|---|
| Urban telecom duct bank | 420 m | 3.4 kg/m | 0.35 | 3 × 45° | 15% | About 105 m | 3 |
| Campus feeder route | 900 ft | 2.1 lb/ft | 0.28 | 2 × 30° | 12% | About 180 ft | 4 |
| Industrial service pull | 250 m | 4.2 kg/m | 0.40 | 2 × 90° | 20% | About 62 m | 4 |
These values are illustrative only. Final handhole spacing should still reflect project drawings, manufacturer limits, pull calculations, and local requirements.
1) Weight to force per length
Metric: Wf = w × 9.80665
Imperial: Wf = w
2) Fill factor
Ffill = 1 + max(0, (fill − 40) / 100)
3) Straight pull resistance per length
R = Wf × μ × Finstall × Fterrain × Ffill
4) Bend multiplier
Mb = e^(μ × θ)
Here, θ is total bend angle in radians.
5) Tension limit from sidewall pressure
Tswp = Pswp × r
6) Governing allowable tension
Tallow = min(Tpull, Tswp)
7) Base maximum spacing
Lbase = Tallow / (R × Mb)
8) Recommended spacing
Lrec = min(Lbase × (1 − reserve), practical cap)
9) Required sections
N = ceil(total route length / Lrec)
It is the planned distance between access points along an underground conduit route. Good spacing helps crews pull cable safely, control tension, and manage changes in direction without exceeding project or manufacturer limits.
Bends increase pulling tension faster than straight runs. This calculator applies an exponential bend multiplier, so more bends or larger angles reduce the safe pull distance between handholes.
The controlling limit is the lower value between maximum pull tension and sidewall pressure capacity. The calculator checks both and uses the more restrictive one for safer spacing.
Reserve intentionally shortens the calculated spacing. That extra margin helps absorb field variation, lubricant changes, minor geometry differences, and crew handling uncertainty during installation.
Yes. Higher fill usually makes pulling harder because cable movement becomes less forgiving. This tool increases effective resistance when fill rises above a practical baseline.
Not always. Real projects often contain easier and harder sections. You can model the most demanding segment first, then test separate route portions if geometry or cable conditions change.
No. It is a planning calculator for early layout checks and quick comparisons. Final design should still follow project standards, detailed pull calculations, and manufacturer guidance.
It is a manual limit used when operations, maintenance access, street layout, or owner preference require shorter handhole spacing than the pure pull calculation suggests.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.