General Information

Figure 1 shows a pedestrian suspension bridge.

Pedestrian suspension bridge.
Pedestrian suspension bridge over a river.
Type Three-span suspension bridge
Main span ≅ 60 m
Deck width ≅ 1.5 m
Deck width to main span ratio ≅ 1:40
Pylon Reinforced concrete with two steel cantilever lateral trusses
Girder Steel half-through truss

Lateral Cables and Main Span Range

Figure 2 shows a schematic three-dimensional view of the bridge.

Three-dimensional view.
Three-dimensional drawing of a pedestrian suspension bridge with lateral cables.

There are two lateral cables; they are connected to the anchorages (1), the steel columns (A and B), the free ends of the cantilever lateral trusses (2), and the girders in the main span mid-span region (3). The steel columns are only installed on shore 1. Figure 3 shows a lateral cable between the anchorage (1) and the cantilever lateral truss (2) on shore 1.

Anchorage–cantilever lateral truss sector (shore 1).
 Lateral cable between the anchorage and the cantilever lateral truss.

The columns are made of circular hollow sections. Column A is based on the ground, while column B is based on the top of a reinforced concrete yard wall. The lateral cable is horizontally deviated (angle α) on column B. Figure 4 shows a column to lateral cable connection.

Column to lateral cable connection.
Connection between lateral cable and column.

The top end of the column has a V-notch, and the lateral cable passes through it. Figure 5 shows a lateral cable between the cantilever lateral truss and the main span mid-span region viewed from shore 1.

Cantilever lateral truss–mid-span region sector.
Lateral cable in the main span region.

The lateral cable is sagging.

  • When are lateral cables required for an about 60-meter main span pedestrian suspension bridge?
    How efficient are the above shown lateral cables?
  • Main Cable Anchorage

    Figure 6 shows a main cable anchorage.

    Main cable anchorage (front side).
    Main cable anchorage of a pedestrian suspension bridge.

    The connection consists of two embedded anchor rods (joined by a pin) and a U-shaped flat bar. The back connection of the U-shaped flat bar on shore 1 differs from shore 2, as shown in figures 7 and 8, respectively.

    U-shaped flat bar to anchor block connection (back side, shore 1).
    Anchor block to shaped plate connection.

    The U-shaped flat bar connects the back side of the anchor block by two welded stud bolts, a U-section, and four nuts.

    U-shaped flat bar to anchor block connection (back side, shore 2).
    Anchor block to shaped plate connection.

    In contrast to shore 1, the U-section passes through the anchor block instead of connecting its back side.

  • What are some possible structural and/or constructive reasons for the difference between the anchorages?
    What is the purpose of the U-shaped flat bars?