General Information

Figure 1 shows a pedestrian beam bridge.

Pedestrian beam bridge.
Pedestrian beam bridge
Main span ≅ 3 m
Girder Steel square hollow section

Structural Concept

Figure 2 shows a lateral view of the bridge.

Pedestrian beam bridge.
Lateral view of a pedestrian beam bridge

Over a total bridge length (l) of about 16.5 m are installed six single-column piers (1 to 6), and each bridge entrance has a portal frame (A and B). Figure 3 shows the bridge viewed from the deck.

Pedestrian beam bridge.
Girders of a pedestrian beam bridge

There are fourteen girders; they are connected directly (by welding) to the pier caps and are of type continuous. A girder has a side length of about 5 cm, and no deck is installed. The piers are made of rectangular hollow sections and are connected directly (by welding) to the pier caps, which are made of three side-by-side placed rectangular hollow sections or square hollow sections, as shown in figures 4 and 5, respectively.

Pier cap made of rectangular hollow sections.
Pier cap made of  rectangular hollow sections

Section A is shorter and placed differently compared to sections B and C; all sections have open ends.

Pier cap made of a square hollow section.
Pier cap made of a square hollow section

The ends of the pier cap are closed. Figure 6 shows a schematic three-dimensional view of the bridge.

Pedestrian beam bridge.
Three-dimensional drawing of a pedestrian beam bridge
  • What are some possible reasons for the chosen girder (type and size) and the pier caps differences?
    Do the open ends affect the structural behavior and/or durability of the pier cap sections?
    What is the purpose of the portal frames?