Start from a template
Loads a typical cable, conduit and route. Every input can then be changed.
Cable
Cable details
Conduit
Pull
More settings
Route
From A (start) to B (end). The pull is checked in both directions.
Pull
Route
Tension along the route
Segments
Cable in the conduit
Friction and limits
Pull A to B
Pull B to A
Inputs
Basis
Pulling tension by the equations of IEEE 1185 and the Southwire Power Cable Installation Guide (2005): straight and inclined sections, horizontal bends (exact equation with the cable weight, or T e^(μφ)) and vertical bends at any angle, with the effective coefficient of friction μ′ = w μ. In vertical bends the cable follows the wall it bears on: the outside wall at low tension, the inside wall otherwise. Tension does not go below zero. Where a vertical bend turns downhill at low tension the tension can be highest inside the bend; the maximum tension and the sidewall pressure of each bend use the highest tension along it, not only the tensions at its ends.
Weight correction factor, clearance, jam ratio and sidewall pressure for one, two, three (cradled or triangular) and four cables; 1.4 for more. Allowable tension from the conductor stress (Southwire Table 4, 80 % for more than three conductors), the pulling device and the rated tension of communications cable. Each result is checked by a 3D numerical integration of the same path.
At a vault end the cable path in the vault is included: fed from the reel at grade down into the duct, over sheaves (no friction when they turn freely) or through a feeder tube (the conduit friction), and pulled out around a sheave at the duct mouth, up to the opening or out over a second sheave to grade. The weight of the cable lowered or lifted in the vault changes the tension, and each sheave is checked for sidewall pressure on its radius (Southwire E-20) and against the cable minimum bending radius.