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Load distribution in highway bridge decks
Method for calculating distribution of longitudinal moments, deflections, etc, based on assumption that transverse system can be replaced by uniform medium of same total flexural rigidity; bridge having large number of longitudinals can be replaced by equivalent five longitudinal structure to determine deflected cross section and distribution coefficients for its longitudinals.
Load distribution in highway bridge decks
Method for calculating distribution of longitudinal moments, deflections, etc, based on assumption that transverse system can be replaced by uniform medium of same total flexural rigidity; bridge having large number of longitudinals can be replaced by equivalent five longitudinal structure to determine deflected cross section and distribution coefficients for its longitudinals.
Load distribution in highway bridge decks
Am Soc Civ Engrs -- Proc (J Structural Div)
Hendry, A.W. (author) / Jaeger, L.G. (author)
1956
48 pages
Article (Journal)
English
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