>I am very pleased with the performance of my NMRA weighted cars.

>No apparent issue with grades either.  My S-Helper F3's (A-B) can 
>haul 40 weighted car trains up Edward Loizeaux's 1.4% grades without 
>breaking a sweat.

>HOWEVER, brass engines pulling weighted cars may be a different 
>matter all together.

>John Gibson
>Rocklin, CA

Weighting and trackability are interesting issues with many factors.  I
tend to agree with Dick Karne's opinion that equalized trucks are very
important for good trackability.  Over and over I have found that
derailments are more prone with rigid trucks or so-called sprung trucks
wherein the springs are so stiff that the truck is really rigid in spite
of having springs.  Equalized trucks, whether with softer springs or
with a rotating sideframe, do stay planted on the rails better --
especially when backing up.  Loosey-goosey is better than up-tight!

However, the differences might not be noticeable on a smaller layout
with shorter trains and no grades.  The typical spare bedroom small flat
layout with short 10-car trains will probably not challenge the
train/track sufficiently to cause any problems.  With a larger layout,
40-car trains, grades, etc., the problems do become magnified since the
involved forces become much larger.  Also, the radius of curves is an
important factor.  Getting around 60" radius curves is a heckuva lot
easier than a 40" radius curve.  

For a real challenge, try backing a 40-car freight up a grade and around
a curve and keep it all on the rails.  Just try it and see what happens.
One of the disadvantages of more car weight is that the train is heavier
and, in backwards (compression) operation, the cars near the loco will
tend to jump the track easier because they are pushing a LOT of weight.
With lighter cars, the same length train can be pushed up the hill
without derailing.  Contrary to popular opinion, lighter cars can stay
on the track better in certain circumstances.  But, when moving forward
(tension), there will probably not be a noticeable difference between
heavy and lightweight cars with regard to staying on the track.  Unless
you have some really sharp curves.  Then heavier is better, generally
speaking.  

So what is optimum?  Depends on how long of a train you plan to run and
whether or not you plan to back it up.  Also, if you can design the
trackplan so that the long yard lead is downgrade heading into the yard,
you will find that pushing long trains downhill is not really so bad
after all.  Going down, rather than up, does make a big difference.  So,
if possible, plan to pull trains uphill out of the yard so that you can
push trains downhill into the yard when classifying cars.

"S"peaking of grades, I had a visit from a comrade S-guy this past
Wednesday and he admired John Gibson's 40-car SP Overnight train on loan
to the famous NYC.  He wished he could have something similar on his
layout.  He was moaning that his 4%+ grades and sharper curves made it
impossible.  The main point here is that it is not just car weight that
is at work.  It is grades, curves, weight, track quality, speed, etc.  

As a general and perhaps obvious rule, it is best to maximize your curve
radius, minimize your grades, have excellent trackwork, equalize your
trucks, cross your fingers and experiment.  Using the SHS F-units in an
A-B-B-A lashup will pull most anything, as John Gibson knows.  But, try
pulling the same train with a 2-8-0 consolidation and you will see lots
of wheel spinning.  Thus, some folks prefer lighter car weight to enable
one single loco to pull a lengthy train.  Nothing wrong with that if
that is what you want.  

Brass vs. plastic is simply a matter of weight (setting "cost" aside for
the moment).  A heavier train will be shorter than a lighter train --
especially if grades are involved -- if other factors (such as truck
rollability) are identical.  Simple physics.  If you have a flat layout,
you might not notice much difference.  But with grades and long trains,
the differences rapidly become obvious.  Is it important?  Depends on
how long a train you want to run, how steep the grade is, how many brass
cars will be in one train at a time, if you crave pusher service, if you
avoid it, etc.  It is certainly possible you would never notice any
difference if your layout operates shorter trains up gradual grades and
around large curves.  But with steep grades, sharp curves, long trains,
there will be some restrictions on what you will be able to do.  Perhaps
a mattress on the floor just beneath that sharp curve midway up the
steep grade.  Life without risk isn't much fun!   :>)

Then there is the matter of uncoupling/coupling on grades.  With the new
plastic cars and pointed axles, the ease of rolling is much greater than
the good olde daze of ACE trucks and/or the typical brass import with
large diameter non-pointed axles.  Is this good?  Or what?  Well, it
depends.  If you want to uncouple/recouple on a 2% grade, you might find
the newer free rolling trucks to be a disadvantage.  The cars might well
roll away to the bottom of the grade many scale smiles away.  If the
cars don't stay put, how're ya gonna couple to them?  So maybe less
rollability is actually better in certain circumstances.  Thinking it
through for your particular circumstances would be a good idea.  Thus, a
few heavy old fashioned freight cars without ultra rollability scattered
throughout a train might be a good way to minimize/eliminate the runaway
issue if it becomes a problem.  Thus, more weight and more friction can
actually be a good thing in certain situations.

"S"hoot.......I'm getting carried away here.  How about a rule of thumb?
Try this on for size:  

"Take your longest desired train, make sure it's trucks are equalized,
back it up the steepest grade, back it around the sharpest curve and add
just enough car weight so that everything stays on the rails.  Beyond
that, there is no need to add more weight.  Nothing to be gained and you
shorten train length because of the additional weight.  The optimum car
weight will not be the same for everyone.  It depends on what you want
to do with your trains and the layout's  design."

  Leastwise that's my rule of thumb and it works for me.  And no, this
thumb was not found in Wendy's chili in San Jose.  I live 10 miles away
and the food here is NASG certified.  :>)

"S"incerely....Ed L.








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