Explanation of fundamental principles and summary of essential formulas for beams with very thin webs, as developed by H. WAGNER of Germany; case of beam with parallel and non-parallel flanges; deflections of Wagner beams; experimental check of accuracy of formulas. Bibliography. See also Engineering Index 1931 p 24.


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    Title :

    Summary of design formulas for beams having thin webs in diagonal tension


    Additional title:

    Nat Advisory Committee Aeronautics -- Tech Notes


    Contributors:
    Kuhn, P. (author)


    Publication date :

    1933


    Size :

    23 pages


    Remarks:

    2 Supp Sheets


    Type of media :

    Report


    Type of material :

    Print


    Language :

    English







    Diagonal Tension in Curved Webs

    Kuhn, Paul / Griffith, George E | NTRS | 1947


    Diagonal tension in curved webs

    Kuhn, Paul / Griffith, George E. | TIBKAT | 1947