While visiting Montana last autumn, we drove out to Rainbow Falls outside of Great Falls.
I would still call it a deck truss bridge. The stone pier construction is kept to a minimum. Deck bridges don't have the clearance problems of a thru truss.
As a simple comparison, consider the covered bridge. Most people think of them as through structures, but a good many (chiefly railroad) were built with the traffic travelling across the top.
In each case, the cover protects the elements of the truss bridge.
Larry Resident Microferroequinologist (at least at my house) Everyone goes home; Safety begins with you My Opinion. Standard Disclaimers Apply. No Expiration Date Come ride the rails with me! There's one thing about humility - the moment you think you've got it, you've lost it...
tree68As a simple comparison, consider the covered bridge. Most people think of them as through structures, but a good many (chiefly railroad) were built with the traffic travelling across the top.
Interesting.
I've seen a picture of such a covered bridge on the East Tennessee & Western North Carolina Railway, but thought it was one of a kind.
Edit: Couldn't find a photo online of it, but here's a model.
Big Cathttp://www.rrpicturearchives.net/showPicture.aspx?id=377698
A couple of replies to this thread seem to have been posted to the one about Maps and Railroads. Anyway... One bridge that has always been an eyecatcher (and headscratcher) for me is the Eagle Creek bridge of the (long defunct) Portland Traction Co. line to Estacada OR. The bridge is a *hanging* truss design, essentially a Warren Truss flipped upside-down, with the roadbed on top. My guess is that this reverses the loads on the individual bridge elements, an element that would be under tension in the upright version would be under compression in the hanging version ( but then, I have never stayed at a Holiday Inn Express ).
Edit:Bridgehunter.com | PEPCO - Eagle Creek Trestle
timzWhat is a deck truss, if not that?
If ballasting the deck of such a truss, little additional structure is required; that is NOT the case for the plate girder 'between truss spans' in the design pictured.
The bridge in question appears to have a complete plate girder deck bridge arranged along the crossmembers of the tops of the truss spans. I have not found a 'name' for that type yet.
Sub-divided Warren trusses on which deck girders are set. The two closest elements are sub-divided Warren truss piers. I'd like a better view to be sure, though.
Big Cat While visiting Montana last autumn, we drove out to Rainbow Falls outside of Great Falls. There is a railroad bridge near the dam which has a design that I haven't seen before. http://www.rrpicturearchives.net/showPicture.aspx?id=377698 It is common to see through or deck truss bridges. It looks like a through truss bridge with the deck on top. What is the design advantage to doing it that way. Does that style bridge have a unique name. I thought that I might have seen another bridge like that in the Trains magazine issue where the Big Boy is show crossing a river in TX with an old SP bridge in the background.
Thanks to Chris / CopCarSS for my avatar.
I'm wondering if the truss portion of the bridge was designed for possible future double track, since it is obviously wider than the trestle approach. Above the top chord of the truss I can see floorbeams sticking out, and presumably there will be stringers bewteen the floor beams to support the bridge ties.
John
More info:
https://bridgehunter.com/mt/cascade/bnsf---rainbow-falls/
Those are Pratt trusses. If it's part of the same bridge, then I was incorrect earlier.
selectorThose are Pratt trusses. If it's part of the same bridge, then I was incorrect earlier.
Overmod selector Those are Pratt trusses. If it's part of the same bridge, then I was incorrect earlier. The technical differences between Pratt and Warren trusses for those who wonder.
selector Those are Pratt trusses. If it's part of the same bridge, then I was incorrect earlier.
The technical differences between Pratt and Warren trusses for those who wonder.
It's all about minding your N's and V's :)
There's an online 'cloud' service to calculate the stresses, and it features this handy analysis.
This is my go-to site for quick references. Not definitive, of course, but it's pretty handy. Quick 'n dirty, as we say in the armed forces.
Bridge Basics - A Spotter's Guide to Bridge Design (pghbridges.com)
You've heard of through plate girder bridges? That seems to be the usual term, but that site says it's wrong -- should be pony plate girder.
timzshould be pony plate girder.
There are much better reasons to refer to 'pony trusses' as most bridges of 'through truss' construction have their sideframes cross-tied for better structural strength.
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