General Information

Figure 1 shows a suspension bridge that is used by motorcycles, bicycles and pedestrians.

Suspension bridge.
Suspension bridge over a river
Type Single-span suspension bridge
Main span ≅ 100 m
Deck width ≅ 2 m
Deck width to main span ratio ≅ 1:50
Pylon Reinforced concrete
Girder Timber transverse beam

Pylon Deformation

Figure 2 shows a pylon.

Pylon.
Pylon deformation

The double red arrow marks the pylon-top horizontal displacement (d).

Figure 3 shows the pylon top region.

Pylon top region.
Top region of a pylon

The main cable inclination angle α is greater than the inclination angle β.

  • Can α and β be a possible cause for the horizontal displacement (d)?
  • Main Cable Anchorage

    Figure 4 shows a main cable anchorage.

    Main cable anchorage.
    Front view Enlarged front view
    Main cable anchorage

    The main cable is connected to the anchor block by short cables (fixed by U-bolt clamps) and embedded anchor rods; the non-embedded parts are terminated with wire rope sheaves. The main cable and the short cables are connected directly (cable-to-cable connection).

  • What are the main problems?
  • Stringers

    Figure 5 shows a deck sector.

    Main span deck.
    Main span timber deck

    The deck consists of timber planks that are connected to the stringers by carriage bolts, washers and nuts. Figure 6 shows a main span sector viewed from below.

    Main span.
    Timber planks to stringer connection
  • Do the carriage bolt size and layout affect the structural behavior of the stringers?