Discussion on Limit State Design of Highway Bridges by A.R. Flint and L.S. Edwards. An Addendum to t
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Discussion on Limit State Design of Highway Bridges by A.R. Flint and L.S. Edwards. An Addendum to t

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The Structural Engineer
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The Structural Engineer, Volume 48, Issue 10, 1970

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The Structural Engineer, Volume 48, Issue 10, 1970

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Mr. L. G. Deuce: ‘In connection with the composite deck no mention is made of the torsional stress in the slab. In my experience it is often quite onerous in the case of a heavily skewed deck. The load factor could, I suggest be near unity. I wonder if there was any sign of torsional failure in the deck slabs.'

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