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    Optimized Sections for Major Prestressed Concrete Bridge Girders

    New search for: B. G. Rabbat
    New search for: T. Takayanagi
    New search for: H. G. Russell

    The objectives of this investigation were to evaluate the latest prestressed concrete bridge girder designs being used in the United States and to determine which represent optimum designs that could be promoted as national or regional standards. Bridges built with pretensioned I- and T-sections for spans in excess of 80 ft (24.4 m) and concrete compressive strengths up to 7000 psi (48.3 MPa) were considered.

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    Optimized Sections for Major Prestressed Concrete Bridge Girders

    New search for: B. G. Rabbat
    New search for: T. Takayanagi
    New search for: H. G. Russell

    The objectives of this investigation were to evaluate the latest prestressed concrete bridge girder designs being used in the United States and to determine which represent optimum designs that could be promoted as national or regional standards. Bridges built with pretensioned I- and T-sections for spans in excess of 80 ft (24.4 m) and concrete compressive strengths up to 7000 psi (48.3 MPa) were considered.

    Access

    Access via TIB
    Check availability in my library

    Optimized Sections for Major Prestressed Concrete Bridge Girders

    New search for: B. G. Rabbat
    New search for: T. Takayanagi
    New search for: H. G. Russell

    The objectives of this investigation were to evaluate the latest prestressed concrete bridge girder designs being used in the United States and to determine which represent optimum designs that could be promoted as national or regional standards. Bridges built with pretensioned I- and T-sections for spans in excess of 80 ft (24.4 m) and concrete compressive strengths up to 7000 psi (48.3 MPa) were considered.

    Access

    Access via TIB
    Check availability in my library

    Access

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    Document information
    Title:

    Optimized Sections for Major Prestressed Concrete Bridge Girders

    Contributors:

    B. G. Rabbat (author) / T. Takayanagi (author) / H. G. Russell (author)

    Publication date:

    1982

    Size:

    184 pages

    Type of media:

    Report

    Type of material:

    No indication

    Language:

    English

    Keywords:

    Highway Engineering , Construction Equipment, Materials, & Supplies , Highway bridges , Girders , Prestressed concrete , Structural design , Precast concrete , I beams , T beams , Concrete durability , Cost analysis , Computer programs , BRIDGE computer program , Fortran 4 programming language

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