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 I have to finalize some design for my crossing over the canyon on my RR. I have waffled for years between a 8' double track truss bridge design. Today I started cutting the existing bridge road deck smaller to finalize what it might look like. I placed a stick under it for temporary support until I decide to finish it or replace it. The only support is the near edge you see and the back edge was just cut off as the deck was oversized. I had planned to add strips of plywood underneath and a regular truss type bridge for support.

I kind of like the old RR bridge design that goes over the Niagara Falls gorge.

BGmichigancentral

or

Whirlpool_bridge

 The problems for me is that we store stuff on the other side of this gorge like chairs, etc., and the house sub breaker panel is on the other side as well. So we need access and I don't wish to have to constantly repair whatever I come up with. I had planned to just use a bridge design that used gravel on the roadbed for speed and ease of the build. As I'm going to all the trouble of building some mammoth mountains, I may as well go overboard on the bridge as well?

 Here's the area I'm describing:

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So an over the top type regular truss bridge or an underneath one? I can't make up my mind.

The G scale tracks underneath were added later and not part of the original plan. So they need to look the part as well some day.

truss-bridge-designs

 

 So if I build a traditional all steel bridge, I started playing with the track supports to get a good looking bridge. I'm modifying the Atlas 2 rail track for a better look if there's no ballast.

The top pic would be an older design that has timbers running parallel to the rails.

The bottom pic is to just get an idea of what it would look like if I just plopped the rails on the supports.

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Before anyone says it, I have 3 sections of the Atlas bridge tracks that are 40" long. I would need three more of them and I don't wish to spend that much here.

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Last edited by Engineer-Joe
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You might consider a through-truss bridge similar to what I have on my model railroad as shown below. The tracks can be supported by longitudinal beams or girders directly beneath the rails and the solid base that you have to carry the tracks can be removed. This type of construction is realistic and eliminates the need for ballast. The bridge can then then be lifted out for access to the rear area just by disconnecting or removing the tracks. My bridge should have walkways at the sides of the tracks but I like the look of the open structure and have never installed them. It is 36-inches long, made of basswood, and has been on this railroad since 2004.

MELGAR

MELGAR_2014_1124_06_BRIDGE

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So here's what a rough mockup looks like of that style bridge. It isn't built correctly as a truss should be, or to scale, just something to get an idea from.

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keep in mind that it is 8' long! So it needs to be about a third higher (and more angled sections). I think the track's steel girders alone should be taller than 2" for the span?

 I need to look for a site on designing one or match up to an existing structure that's 8' scaled up. 8 X 48 = 384' ??

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Similar to Melgar's bridges, this one is a kit offered by Plastruct and it's 30" long, but easy to extend. I built one before they offered it in O scale.  Took their HO plans, had them enlarged, and developed the bill of materials.  It is very strong having survived a 6' fall with modest, and easily repairable, damage.

KIT-2.jpg

https://plastruct.com/shop/tra...eries-kits/kit-3002/

I have the O scale plans and bill of materials it you'd like to consider this project.  

Last edited by Pingman

I couldn't use the Plastruct design as shown since I had curves entering the bridge which would have raised havoc with the big engines, so I inverted them and made them deck truss bridges. I had bought two kits, but because a deck truss doesn't need to be as high or wide as a through truss I was able to save enough material that I build another deck girder bridge and its supporting pylon. With a deck bridge the truss lies directly under the rail gauge. It's very strong and could probably support my weight. I used Keil Line bridge shoes for one end and a sliding support on the other. I drew the plans on CorelDraw and made full-size templates which I used to directly build the trusses. The Plastruct plans were not to scale and were disappointing. Their instructions are generally not so hot.

Bridges Complete 1

Instead of punching out the rivets, I used Archer Fine Transfers O'scale rivet decals. It was my first use of this interesting "tool". I bought them from MicroMark, but they're also available directly from the vendor.

The walkways were built on bass wood cross members with balsa wood strips cut with the balsa plank cutter. I used Bowser white-metal cast "hairpin stanchions" threaded with 0.032" brass wire. The track is specially made Ross bridge track with a full-length guard rail.

Curved Bridge Elevation

And yes… that's a real Loch Ness Monster lurking below.

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Engineer-Joe posted:

So here's what a rough mockup looks like of that style bridge. It isn't built correctly as a truss should be, or to scale, just something to get an idea from.

DSC_0557

keep in mind that it is 8' long! So it needs to be about a third higher (and more angled sections). I think the track's steel girders alone should be taller than 2" for the span?

 I need to look for a site on designing one or match up to an existing structure that's 8' scaled up. 8 X 48 = 384' ??

Some through-truss bridges on the Ohio River have spans of (approximately) 400 to 600 feet. Deck trusses are often used for the approach spans where clearance above river can be smaller than the crossing of the main channel. An eight foot model length should be possible but probably will require splices in the lower chord of the truss. Sounds like an interesting project.

MELGAR

Thanks all.

We have a famous upside down truss in Lockport,NY. I never understood why they put it that way?

little_img_0045

It would make it tough to get under to move stuff.

I also like the look of that Plastruct bridge and thought I saw a G scale version too? I might get a couple for the lower G scale if I can make them removable.

Otherwise I would just put a couple of girder bridges underneath the G for better looks.

I really don't want a support right in the middle. I'm getting older and I struggle to duck under there. Usually we send our grandson under to get stuff!

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Engineer-Joe posted:

Thanks all.

We have a famous upside down truss in Lockport,NY. I never understood why they put it that way?

little_img_0045

It would make it tough to get under to move stuff.

I also like the look of that Plastruct bridge and thought I saw a G scale version too? I might get a couple for the lower G scale if I can make them removable.

Otherwise I would just put a couple of girder bridges underneath the G for better looks.

I really don't want a support right in the middle. I'm getting older and I struggle to duck under there. Usually we send our grandson under to get stuff!

Just looking at the width of the channel, it probably is not wide or deep enough to handle large, deep-draft vessels. So high clearance was not necessary and it was easier to build a deck truss. The height of the bridge above the water may have been dictated by the terrain on either side rather than clearance from water to bridge. I agree that a model bridge without a center support would be much more spectacular. Your sample truss looks like a good start but needs to be deeper.

MELGAR

Interesting Tom. I didn't look at concrete styles for this. I saw an engineering show a few weeks ago that had an amazing concrete span in another country. It was amazing because of how far it spanned, and how thin it was.

 Melgar, I had planned for the bridge to be about a third higher basically. So that prop is around 11 1/2" high and I figured somewhere around 16"??

 It seemed easy enough so I tried to draw one out on a sheet of plywood for a template. I wasn't happy with the three different attempts and I never completed anything.

 I put this bridge area together a few years ago and with our youngest grandson's interest in trains, I wanted to go forward with something for him to enjoy soon. I'm probably getting near the end of these toys capturing his interest. He keeps surprising me so I keep pushing forward.

I wish I would have posted this earlier before I began cutting. I had the appropriate sized sides to make the slopes. Now, they are gone!

So I have to rebuild. I know better than to just start cutting. I thought I had a direction.

I have a shipping cardboard tube of steel shapes in my shed for a steel bridge across my water feature that never got built. I could borrow from that supply.

I have to agree with Tom. On a large bridge span, you're going to have sag issues unless you build over a steel roadbed support spine. "Concrete" arch bridges are the simplest way to disguise your steel angle iron, steel tube (a great option as you can run wires through it) or I-beam. Also, fake concrete bridges are easiest to fix when someone hits it with a chair (or their head if it's low). You can also fake girder bridges pretty easily by sticking girder castings onto a supportive roadbed. I don't know if I posted these photos, but the viaduct is supported by fake concrete piers (1x3's and mouldings) supporting HDPE ladder roadbed with girders glued to the sides of the roadbed. To give you a perspective, the span on the right (the first one I built) is four feet long and 16" high at the deck.

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Joe, looks like a great opportunity for a nice, long bridge.

Three more ideas:

Basswood with balsa trim, painted in Santa Fe colors.  Nearly seven feet long.

20181129_092049[1]

Double Lionel bridges, 40 years old.  Extended with bass and balsa wood.  You'd need a 3 inch wide, basswood plank underneath to replace the plastic piers that come with them.  I added four 5m LED lamps to the tops of each.

20181129_092238[1]

From Bridgeboss.  Heavily custom modified to fit the height of that upper level.  Jim has a lot of great bridge stuff. 

20170130_092954_001

Jerry

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Here's a mock-up of what I might go with. I drew two sets of lines to allow for the sides to go up 1"+ on the sides of the roadbed. However I cut to the wrong line so that decision is already made! Duh.

I went with taller ends to look more massive and I can always cut them down too.

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added some details to see what look I like the best?:

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Last edited by Engineer-Joe

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