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American Polywater's Pull-Planner 2000 is a menu-driven, user-friendly program for calculating cable pulling tension. It combines the accepted "cable pulling equations" with an internal data base of friction data from Polywater's laboratory. To understand the benefits of the software, we must first review the theory of tension calculation.
One key parameter in tension calculation is the "coefficient of friction." What is coefficient of friction and where does it come from? Let's use an old physics class example . . . a wooden block (say, 10 lbs. in weight) on a horizontal steel plate. Say it takes 5 lbs. force (lbf.) to pull (drag) the block across the plate. The coefficient of friction (wood block to steel plate) is defined as the ratio of the "dragging force" (5 lbf.) to the normal force (weight or 10 lbf.). In this case, the friction coefficient would be .5 (dimensionless number).
Experience tells us that if we replace the wooden block with a 10 lb. rubber block, it will take a greater force to drag the rubber block (say, 12 lbf.). The measured coefficient of friction (rubber/steel) would be 1.2. It's important to note that the friction coefficient is specific to both the rubbing surfaces.
In the experiment above, we would also find that it took a somewhat higher force to start the block moving than to keep it moving. There would actually be two coefficients of friction, one called static (or standing) and one called dynamic (or moving).
Replace the block with cable and the plate with conduit, and we have cable pulling . . . with a few complications. Neither the cable nor the conduit is flat. There may be more than one cable which gives multiple rubbing surfaces. Pulls are not straight, so forces other than gravitational weight occur at conduit bends. Finally, pulling compounds (lubricants) are commonly used to lower the friction coefficient.
However, in cable pulling, the friction coefficient still depends on the jacket type, conduit type, and the lubricant type. "Generalized" coefficients of friction don't mean much. We see the usefulness of the internal data base in the Pull Planner 2000 Software, which includes friction coefficient data for a variety of common conduit and jacket types.
Simplified forms of the tension calculation equations are:

Note that these equations have a different form for bends than straight sections. The equation for a straight section is consistent with the previous example, i.e.:, the tension added is the cable weight times the coefficient of friction. However, the non-gravitational forces in bends move the coefficient of friction to the exponent and multiply this factor by the tension coming into the bend.
There are several implications to this. First, cable pulling calculations must be approached in segments. In other words, the tension add on from a straight section becomes the incoming tension multiplying in a bend section. There is no simple solution for multiple bend pulls, and software is often the easiest way to do the calculations, especially when "what if" scenarios are desired.
Note how relatively small changes in "µ" (friction coefficient) in conduit bends can result in significant differences in pulling tension. The importance of a quality lubricant becomes obvious, as the savvy marketers at American Polywater know!
The full pulling equations are much more complex then the simplified forms above. They contain weight correction factors for multiple cable pulls and gravitational corrections for non-horizontal conduit sections and bends.
American Polywater's Pull-Planner 2000 Software is a Windows based program that can be run on 16 or 32 bit systems. The software has many neat features including:
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1/28/08