Trestle Question

I would like to put a trestle on the layout. I want to use wood stringers across between my bents. The gap I want to cross is about 45 scale feet. I have looked at so many pics on the net and in books. I have seen a wood stringer on doubled up bents at each end that is close to that large of a crossing. The number of stringers on that crossing made a solid deck under the ties. The question is what is the longest span I can have using wood stringers on wooden pole bents?

The second question is, are steel plate girder bridges ever supported by wood pole bents at each end?

As always. Thanks.[:)]

Brent

The typical distance between bents on a wooden trestle would be in the neighborhood of 15 feet. On a mainline railroad for most of the 20th century, there would be something like 4 or 5 8by18-inch stringers set on edge under each rail.

Since the typical girder bridge is much longer than a 15-foot span, the load at the bridge ends would be much greater than on a wooden trestle. Thus, it would be unusual/unwise to support the ends with wooden bents although the issue would be reduced if double bents were used at each end.

A couple of days ago on another thread discussing bridges, I posted a photo of a girder bridge where one end was approached by a wooden trestle, but there were concrete piers at each end of the girder.

Mark

I got this photo from Google images. If I should not reproduce it on the forum I will delete it. Please let me know.

This is the kind the span I am looking for. It looks to be about 25’ across???

Would those be wooden stringers or steel beams across the span?

I could get away with two spans like these with a double bent in the middle.

Brent

The span appears to be steel I beams. And note the double bents. I’ve never seen I beams on double spans, however.

Mark

Definitely I-Beams for that long center span. Most likely 6 of them, equally spaced.

John