A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Ultimate strength design for highway bridges
Ultimate strength design method for highway bridges is presented; it is demonstrated that present minimum capacity is 2.0 live loads; lower bound loading of 1.5 dead loads plus 2.0 live loads is proposed for all common bridges; this loading is applied to concrete decks, reinforced concrete girders, prestressed girders, composite steel girders, trusses, and substructures; these have intermediate grade reinforcing steel and A36 structural steel; proposed design method offers consistent service ratings and material economics in all common bridge types.
Ultimate strength design for highway bridges
Ultimate strength design method for highway bridges is presented; it is demonstrated that present minimum capacity is 2.0 live loads; lower bound loading of 1.5 dead loads plus 2.0 live loads is proposed for all common bridges; this loading is applied to concrete decks, reinforced concrete girders, prestressed girders, composite steel girders, trusses, and substructures; these have intermediate grade reinforcing steel and A36 structural steel; proposed design method offers consistent service ratings and material economics in all common bridge types.
Ultimate strength design for highway bridges
ASCE -- Proc (J Structural Div)
Payne, H.L. (author) / Caldwell, L.H. (author)
1965
14 pages
Article (Journal)
English
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