With view of eventually producing more rational methods of design for steel frame structures with fixed connections, model beams and frames have been tested to determine their true strength; results given; it is shown that beam, restrained at its ends, is able to carry more load before collapse takes place than is so in simply supported condition; etc. (see also - (discussion) in Trans v 57 pt 8 July 1941 p D119-32; Metallurgia v 24 n 139 May 1941 p 5-6; Iron and Coal Trades Rev v 142 n 3819 May 9 1941 p 538; Machy Market n 2126, 2127, 2128, 2129 and 2130 Aug 1 1941 p 208, Aug 8 p 214-5, Aug 15 p 220-1, Aug 22 p 226-7 and Aug 29 p 232-3; Welding J v 20 n 11 Nov 1941 p 558-s-60-s)


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    Title :

    Plastic theory -- Its application to design


    Additional title:

    North-East Coast Instn Engrs Shipbldrs -- Paper


    Contributors:

    Conference:

    North-East Coast Institution of Engineers and Shipbuilders -- Meeting ; 1941 Steel



    Publication date :

    1941


    Size :

    28 pages


    Remarks:

    2 Supp plates


    Type of media :

    Conference paper


    Type of material :

    Print


    Language :

    English




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