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    Berechnung kreuzweis bewehrter Fahrbahnplatten bet beliebiger Stellung der Verkehrslasten

    New search for: Bleich, H.

    Theoretical mathematical analysis for determining stresses in restrained or continuous slabs supported along four edges and subjected to loads concentrated over small areas, applicable to economic design of bridge floor slabs, reinforced in two directions. (See also - n 19 Oct 5 1937 p 312-9)

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    Berechnung kreuzweis bewehrter Fahrbahnplatten bet beliebiger Stellung der Verkehrslasten

    New search for: Bleich, H.

    Theoretical mathematical analysis for determining stresses in restrained or continuous slabs supported along four edges and subjected to loads concentrated over small areas, applicable to economic design of bridge floor slabs, reinforced in two directions. (See also - n 19 Oct 5 1937 p 312-9)

    Access

    Access via TIB
    Check availability in my library

    Berechnung kreuzweis bewehrter Fahrbahnplatten bet beliebiger Stellung der Verkehrslasten

    New search for: Bleich, H.

    Theoretical mathematical analysis for determining stresses in restrained or continuous slabs supported along four edges and subjected to loads concentrated over small areas, applicable to economic design of bridge floor slabs, reinforced in two directions. (See also - n 19 Oct 5 1937 p 312-9)

    Access

    Access via TIB
    Check availability in my library

    Access

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    Similar titles

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    Document information
    Title:

    Berechnung kreuzweis bewehrter Fahrbahnplatten bet beliebiger Stellung der Verkehrslasten

    Additional title:

    Berechnung kreuzweis bewehrter Fahrbahnplatten bet beliebiger Stellung der Verkehrslasten

    Contributors:

    Bleich, H. (author)

    Published in:

    Beton und Eisen ; 36

    Publication date:

    1937

    Size:

    4 pages

    Remarks:

    Numerical examples

    Type of media:

    Article (Journal)

    Type of material:

    Print

    Language:

    German

    Keywords:

    Bridges

    © Metadata Copyright Elsevier B. V. All rights reserved.

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