Jeamar Winches Product Catalog
Railcar Pulling Detail
Winch Sizing
As a general guide to sizing the right winch for the job, the
following detail may be of help:
Load
Calculate the total weight of all the loaded railcars to be moved
simultaneously. For example, if four loaded railcars, each
weighing 85 tons are to be moved together, the total load will be
four times 85 tons, for a combined weight of 340 tons.
Rolling Resistance Under Ideal
Conditions
Resistance to rolling is influenced by the wheel journals, type
of lubrication used and the ambient temperature. Assuming the
railcars are to be moved along a straight, level and
well-maintained track, select the running line pull for the
lowest anticipated temperature, using Table 1.
Example: If the lowest anticipated temperature is 320 F,
the required running line pull from Table 1 will be 15 lbs/ton.
Multiply the total weight of the railcars - 340 tons - by 15
lbs/ton and the total running line pull becomes 5100 lbs.
| Temperature | More Than 32°F |
Less Than 32°F |
Less Than 0°F |
Less Than -20°F |
| Running Line Pull (lbs/ton) |
12 | 15 | 20 | 25 |
Track Gradient
For each one percent gradient - a rise of one foot for every 100
feet of track - the running line pull must be increased by 20
lbs/ton.
Example: If the track has a 1.5% grade, the additional
running line pull is 20, multiplied by 1.5, or 30 lbs/ton. The
new running line pull is the original 15 lbs/ton plus the 30
lbs/ton adjustment for grade or 45 lbs/ton. The new running line
pull is now calculated by multiplying 45 lbs/ton by the 350 tons
of railcars for a total of 15,300 lbs.
Track Curvature
To overcome the effects of wheels binding against rails on curved
sections of track, running line pull must be increased.
Track curvature is expressed in terms of radius or degree of
curvature. When this information is not available, the chordal
factor can be easily measured. Simply stretch a 50-foot tape
along the inside of the curve and measure the distance 'A' in Diagram 1.
Select the appropriate additional running line pull from Table 2
using either radius, degrees of curvature or chordal factor.
(Interpolation for a measure of curvature is not shown.)
| Radius (ft) | Degree of Curvature (degrees) |
Chordal Factor A (inches) |
Additional Running Line Pull (lbs/ton) |
| 1146 | 5 | 3.50 | 3.75 |
| 573 | 10 | 6.50 | 7.50 |
| 383 | 15 | 9.75 | 11.25 |
| 288 | 20 | 13.00 | 15.00 |
| 231 | 25 | 16.50 | 18.75 |
| 193 | 30 | 20.00 | 22.50 |
| 166 | 35 | 23.50 | 26.25 |
| 146 | 40 | 27.00 | 30.00 |
Example: Chordal factor A was found to be 6.5 inches. The additional running line pull from Table 2 is 7.50 lbs/ton. Now the running line pull has increased from 45 lbs/ton to 52.5 lbs/ton. Again, multiplied by the 340 tons of railcars, the total running line pull is 17,850 lbs.
Track Conditions
If track conditions are substandard - soft ballast, uneven or
deteriorating ties or debris on the track - additional running
line pull will be needed. Since the condition of substandard
track can vary considerably, Jeamar recommends that line pull be
measured with a dynamometer.
Send for our Railcar Pulling and Spotting brochure.