For some reason, the quote button doesn't work anymore.
I'm building this section from splines, so easements would be hard to avoid if I wanted to. I always use them anyway. I have an aluminum yard stick that I stake out with finishing nails to lay them out. I doubt they're spirals, but they look and work fine.
I have the right to remain silent. By posting here I have given up that right and accept that anything I say can and will be used as evidence to critique me.
I'm all about easements and made sure they were there at the end or beginning of each part of the track where S curves are present. I also tried to incorporate appoximately 12 inches of nearly straight track between them (length of the longest car).
Rio Grande. The Action Road - Focus 1977-1983
rrebellThere is a guide out there where someone tested a lot of combinations with different length cars (can't mention the publication as it got deleted by moderator early in this thread).
Note that was "tested" by using only two cars and gripping one in the middle to move them through the curves. The build-up of forces is different through the couplers when it's cars in a train. (Especially when shoving or when using mixed-length cars)
To the Oriignal Poster: if it were me, I'd use a straight track between. But since you don't want that, I'd suggest easements, at least, between the curves. That would look more realistic and accommodate slight imperfections in construction.
... and I'd certainly mock it up and try variations of car lengths and locos pushing and pulling. But I'm a belt-and-suspenders kinda guy when it comes to reliability.
Byron
Layout Design GalleryLayout Design Special Interest Group
There is a guide out there where someone tested a lot of combinations with different length cars (can't mention the publication as it got deleted by moderator early in this thread). They tested most combos and found out in some cases S curves don't mater, depends on length of S curve, what you are running and a few other factors. On my layout where 40' boxcars are the norm, back to back 18" radius are fine over a 18" length in HO.
Colorado RayWith a 3/16" sideways coupler swing and no transition easments, the answer is 27 inches. Anything tighter than that and the couplers will bind.
Thanks Ray. I love math based answers.
Back to the OP's question of an "S" curve for 50' cars, I cranked through the math based on some measurements of coupler swing for an HO scale blue box car upgraded to Kadee couplers. With a 3/16" sideways coupler swing and no transition easments, the answer is 27 inches. Anything tighter than that and the couplers will bind.
Ray
carl425It's interesting that so many have rejected the advice from Armstrong's TPFRO without penalty.
Not sure people rejected that advise so much as simply didn't need it. I was thinking TPFRO needed to be mentioned, so was already reaching for my copy. Looking at what Armstrong wrote, he basically gives a universal rule of thumb that you leave one car length (of longest car to operate over the track) between curves. Unlike many of his other standards, he gives no other formula to adjust it according to curvature.
Of course, what people seem to conclude is that at higher radii the need for the car length fades because what side to side difference is within the swing area of the coupler and its draft gear. Ultimately, it's that parameter that is the crucial one, because once the travel limit is reached, then you get the binding that leads to derailments that led to the one-car-length rule.
Mike Lehman
Urbana, IL
13 layers at 2" tall is going to take a lot of glue and time. In the end it is probably the best way.
with the 1/4" by 1" tall I spent the whole winter glueing splines together and it did not turn out as I expected.
Sorry for going off topic.
Steve
doctorwayne I used regular 1/8" Masonite for all of my coved corners on the backdrop and all of the layout fascia, too.
Yep. 1/8" hardboard figures prominently in my fascia and backdrop plans.
doctorwayneBevel the top inside corners of the "U" slightly, and then tap them into position with a clamp or two temporarily holding the splines together.
I have never had any success trying to add splines to the curve more than one at a time.
RastafarrI use 1/8" hardboard
I thought about that, but eventually you get to the point where the splines are just forms for the glue.
I too have quite a clamp collection.
....Now to make it more visual, how about some super elevation?
Bear, the twin S-curves separated by the bridge are superelevated, and with the cut-out 3/4" plywood used for the sub-roadbed, it was easy to transition that superelevation through the esses, too. All of the curves on the lower level of the layout are superelevated to some degree. It's strictly for appearances sake though, as almost all of the track has speed limits of 30mph or less.
carl425 ....I can't reliably bend the splines tighter than about 30" without them popping....
Choops ....I also had trouble getting a continuous curve, I was using 1" wide X 1/4"thick masonite and woud end up with slight kinks where ever I had a butt joint.
While I didn't use spline roadbed, 1/8" Masonite is probably the easiest material to use for the splines. There's no need to spend extra for "tempered" either, as my independent lumber dealer informed me that the "temper" refers only to the hardness of the outer surface. I used regular 1/8" Masonite for all of my coved corners on the backdrop and all of the layout fascia, too.The curve on the lower fascia in the photo below is an 8" radius:
Rastafarr ...If anyone sees fit to go down this route, I'd suggest robbing a clamp store...
You can make serviceable clamps by cutting squared-off "U" shapes from 3/4" plywood. Bevel the top inside corners of the "U" slightly, and then tap them into position with a clamp or two temporarily holding the splines together. Move your limited supply of actual clamps along as you work, taking care to not accidentally glue the "U" clamps in place.
Wayne
carl425 Choops How are the splines going. Not at all as well as I had hoped. My original plan was to use them for most of the layout so I had a 4 sheets of 1/4" tempered hardboard cut into 7/8" strips. When I bent them down to the 24" I needed for my turnback curves about 50% of them snapped. I switched to cookie cutter for the rest of the layout. This one section where I have large radius sweeping curves is an opportunity to use up some of the supply. I tried wood splines on an earlier layout years ago and found that they didn't bend evenly. My experience is that the tempered hardboard makes smooth curves.
Choops How are the splines going.
Not at all as well as I had hoped. My original plan was to use them for most of the layout so I had a 4 sheets of 1/4" tempered hardboard cut into 7/8" strips. When I bent them down to the 24" I needed for my turnback curves about 50% of them snapped. I switched to cookie cutter for the rest of the layout. This one section where I have large radius sweeping curves is an opportunity to use up some of the supply.
I tried wood splines on an earlier layout years ago and found that they didn't bend evenly. My experience is that the tempered hardboard makes smooth curves.
I use 1/8" hardboard ripped down to 2" x 96" strips for roadbed spline. Bends down to 18" without an issue, as long as you're careful. Thirteen rows wide (7 strips, 6 spacers) is enough to support a line of cork roadbed. If anyone sees fit to go down this route, I'd suggest robbing a clamp store...
Stu
Streamlined steam, oh, what a dream!!
ChoopsHow are the splines going.
How are the splines going. I had started to use them. All was going well until I decided to make a change to the layout. I ripped it out and am going back to cookie cutter plywood. I feel it is easier to make slight changes with the plywood vs. the splines. I also had trouble getting a continuous curve, I was using 1" wide X 1/4"thick masonite and woud end up with slight kinks where ever I had a butt joint.
ChoopsIf you are using sectional track with no easments then you will need a straight section between the curves.
I am using flextrack. I am also using laminated splines to make this section so the curves will flow nicely. I can't reliably bend the splines tighter than about 30" without them popping, so based on what I read here I should be fine.
It's interesting that so many have rejected the advice from Armstrong's TPFRO without penalty.
Thanks guys for sharing.
As Wayne has shown if you use flex track and have a natural gentle easment into and out of the s curve you won't have a problem at all even without a straigth section. If you are using sectional track with no easments then you will need a straight section between the curves.
"One difference between pessimists and optimists is that while pessimists are more often right, optimists have far more fun."
The exact radius can be determined by the coupler overhang which is equal to (overall length minus the wheelbase)/2 and the allowable coupler side motion Which would likely vary a bit from manufacture to manufacture. I'll crank out some math at lunchtime tomorrow.
The snakewiggle down the canyon between the only two JNR stations I've modeled doesn't have a millimeter of pure tangent. What it does have is spiral easements that connect at the point of actual tangency. Radius varies from 24 inches (610mm) to (instantaneous) infinity and back - several times. The sharpest curvature is either on bridges or in tunnels, which is true to the prototype I'm following.
The new second track, currently under construction using the most modern equipment available, is tangent - and mostly underground. Bo-o-o-ring!!!
Chuck (Modeling Central Japan in September, 1964 - including a TBM)
The radius of the two S-curve segments is going to be dictated, at least in part, by the length of the S-curve.
I have two S-curves on my double track mainline, one where the mainline wraps around my downtown passenger station and the other running through a pair of double track truss bridges due to a wall in the way.
Each S-curve is 8' in length and the radius of each curve is 32" on the outer track and 30" on the inner track.
It seems to me that shorter S-curves are going to require tighter radius than 30". In my experience, once you get tighter than 26" radius, problems arise with derailments, especially at higher speeds.
Rich
Alton Junction
I'm not sure what the minimum might be, but I'd guess it to be pretty tight - at least under 30", but I'd guess you could go quite a bit tighter than that.
Here's a couple:
...and a couple more...
...and another:
There's another one here, partially visible between the tower and the handcar shed which is close to the layout's edge:
I don't bother putting a straight section between the curves - it wastes space and also spoils the scenic effect of a train snaking around it. While most of my freight cars are under 50'-or-so, I also run full-length passenger cars. The latter look a little odd on the tighter curves, which includes most on the layout, although none on the mainline under 30", but most of the layout has speed limits of 30mph or less.Of the ones shown (there are a few more, for which I don't have photos), the only ones with radii of known values are shown in the second photo, at 48" for those on the near side of the bridge, and 40" and 39" on the other side of the bridge - the 39" portion spirals down to 34" to curve around the end of that peninsula (the bridge is curved at both ends, but the centre portion, which separates the upper and lower S-curves, is straight - not, however, in consideration of the S-bends, but merely because it was easier to build it straight). Most of the other S-bends on the layout will likely have 34" or 32" radii.
Here's a closer view of the bridge: