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Stiffening girders of cable-stayed bridges

Stiffening girders of cable-stayed bridges

Stiffening girders of cable-stayed bridges

(OP)

 What are the design requirements for stiffening girders of cable-stayed bridges ?Any deflection limitations ?

RE: Stiffening girders of cable-stayed bridges

Typically the live load deflection should not exceed 1/800 (AASHTO 10.6) of the span, for short and medium span bridges, for longer spans ~1/500 could be used (AASHTO 10.41.4.8.1).

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