Structural Engineering - Vol 2 | 31. Case Study II: GEORGE WASHINGTON BRIDGE by Abraham | Learn Smarter
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31. Case Study II: GEORGE WASHINGTON BRIDGE

The chapter explores the theory of cable mechanics, detailing how the configuration of cables under distributed loads can be understood through their deformation. It presents equations to determine the shape of a cable and its tension properties, illustrating the relationship between sag and horizontal forces. Concepts are grounded in static equilibrium, and the mathematical formulation leads to a parabolic representation of cable shapes under various loading conditions.

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Sections

  • 31

    Case Study Ii: George Washington Bridge

    This section explores the theoretical aspects of cable forces and configurations, particularly focusing on cables under distributed loads, culminating in calculations relevant to the iconic George Washington Bridge.

    Learning Practice

  • 31.1

    Theory

    This section discusses the theoretical foundation for understanding cable forces and their configuration based on deformation, leading to key equations that describe cable behavior under load.

    Learning Practice

References

31.pdf

Class Notes

Memorization

What we have learnt

  • The shape of a cable under ...
  • The relationship between sa...
  • The maximum tension in the ...

Final Test

Revision Tests