Feb 3, 2005 #1 KOKONIS36 Structural Oct 28, 2001 28 What are the design requirements for stiffening girders of cable-stayed bridges ?Any deflection limitations ?
What are the design requirements for stiffening girders of cable-stayed bridges ?Any deflection limitations ?
Mar 2, 2005 #2 wiktor Structural Apr 11, 2002 232 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). Upvote 0 Downvote
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).
