General Information

Figure 1 shows a pedestrian suspension bridge.

Pedestrian suspension bridge.
 Pedestrian suspension bridge in a park
Type Three-span suspension bridge
Main span ≅ 70 m
Deck width ≅ 2 m
Deck width to main span ratio ≅ 1:35
Pylon Reinforced concrete (A-type, longitudinal)
Girder Steel truss

Side Spans

Figure 2 shows a side span.

Side span.
Side span of a pedestrian suspension bridge

The side span s ≅ 10 m. Figure 3 shows the truss girder.

Truss girder (side span).
Side span truss girder of a pedestrian suspension bridge

The truss girder is made of L-sections. The height h and the hanger cable spacing d ≅ 0.9 m. Figure 4 shows the side span without hanger cables (single-span suspension bridge with two approach spans).

Side span without hanger cables (approach span).
Approach span variant of a pedestrian suspension bridge
  • Are the hanger cables of the side spans required for structural reasons?
    Do the side spans affect the structural behavior of the main span?
  • Side Span Hanger Cables Vibrations

    Figure 5 shows the bridge viewed from a side span.

    Side span.
    Side span of a pedestrian suspension bridge

    Video 1 shows hanger cables 1 and 2 during hand-induced vibration.

    Video 1. Hanger cables 1 and 2 during hand-induced vibration.
  • How much load is transferred from the girder to the main cable by hanger cables 1 and 2?