plate girder

There is thus no tensile force in the plate girders.

The stress in the web of a plate girder, Quart.

The railway turntable was a 120-foot through plate girder design.

A public road is carried over the lock on this plate girder swing bridge.

The steel structures are likely to be in the form of portal frame plate girders.

These plate girders are completely covered over by masonry.

Nine plate girder sections were used for the western approach, for a total length of 5055 feet.

Reconstruction in 2000 replaced arches with a simpler plate girder structure.

This work included a large plate girder bridge over the Goulburn River.

A pin and hanger assembly is used to connect two plate girders of a bridge.

It is constructed from reinforced concrete and T-section steel plate girders.

The original stone abutments were kept, although with recesses cut into them to accept new plate girders.

Behaviour and design of composite beams and plate girders.

The new bridge is of plate girder construction over concrete abutments and piers.

In its original form decorative cast iron panels screened the outer plate girder.

Behaviour of bridge composite plate girders with slender webs.

These pictures show a typical rivetted plate girder bridge carrying a railway over the approach to a town.

The approach at either end is a pair of deck plate girder spans of approximately 20m each.

In 2001, the bridge was reconstructed, replacing arches and deck with a plate girder structure.

The line from the quarry to the station area crosses a river on a plate girder bridge at the top of the incline.

The stiffening system consists of triple web plate girders placed parallel to the road grade.

The approaches are supported by I-section plate girders.

Its behavior is analogous to a vertical plate girder cantilevered from its base.

The Greiner Co. had recommended a $2.7 million steel plate girder bridge.

This section included a through plate girder bridge over the Red Clay Creek.