• Familiarisation with a suspension bridge.
    • under dead-weight
    • under additional load
    • under evenly distributed load
    • under unevenly distributed point loads
  • Calculation of the supporting cable force.
  • Comparison between calculated and measured values of the supporting cable force.
  • Observation of the effect of internal moments in the roadway under uneven load.
  • Load distribution between roadway support and supporting cable.


  • Investigation of a suspension bridge in various load cases.
  • Suspension bridge with 2 supporting cables and roadway.
  • Supporting cables with parabolic sag.
  • Hangers (vertical supporting cables) in the form of U-shaped shackles in graduated lengths.
  • Two-section roadway with central hinge.
  • Roadway can be loaded by additional weights.
  • Hinge in roadway indicates internal moments of roadway under uneven loading.
  • Two force gauges to measure the cable force in both supporting cables.
  • 2 supports with force gauges.
  • Storage system to house the components.
  • Experimental set-up in frame.

The apparatus is mainly a bridge deck having hangers suspended along the length in such a way that flexible steel U-shaped cable is constrained to be a parabolic curve. The suspension cable pass over the pulleys and attached to force gauges to obtain the stable condition of the bridge. The bridge loaded is through a number of weights, each having a specific loading value. Point loads can be applied by means of known weights, which can be positioned easily on the bridge deck.

Suspension bridges are among the oldest of all bridge designs. Their main supporting element is a flexible cable. Since cables are able to absorb high tensile forces while themselves having little dead-weight, they enable wide-span suspension bridges to be constructed. This makes it possible to bridge of longer distances with no supporting pillars, such as over wide gorges. The sag of suspension bridge supporting cables is parabolic in shape, as the load is attached at relatively short, constant intervals by way of vertical cables to the main supporting cables.

The experimental set-up SM-1419 represents a suspension bridge. The bridge consists of two parallel supporting cables with a roadway suspended between them. U-shaped hangers serve as vertical cables. They are attached to the main supporting cables at regular intervals, and hold the roadway. Deflection rollers act as pylons. The roadway acts upon the supporting cables as a distributed load, and can be loaded by additional weights. It has a hinge in the middle. The hinge permits internal moments in the roadway occurring in response to uneven loading to be visualised – the roadway buckles.

The tensile forces in the supporting cables are determined with the aid of force gauges. With two supports it is possible to simulate fixed roadway supports. The supports include force gauges. With the force gauges the load distribution between the supports and the supporting cable is investigated.

All the component elements of the experiment are clearly laid-out and housed securely in a storage system. The complete experimental set-up is arranged in the frame. The well-structured instructional material sets out the fundamentals and provides a step-by-step guide through the experiments.