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    Strength and Serviceability of Steel Girder Webs

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author:
    Nigel Cooke
    ,
    Peter J. Moss
    ,
    Warren R. Walpole
    ,
    D. Wayne Langdon
    ,
    Mervyn H. Harvey
    DOI: 10.1061/(ASCE)0733-9445(1983)109:3(785)
    Publisher: American Society of Civil Engineers
    Abstract: The experimental behavior of four steel plate girder webs stiffened either transversely or transversely and longitudinally is considered. One aspect of the study is concerned with assessing the influence of residual stresses and strains and initial imperfections on the behavior of the girders at working load and its strength. The serviceability of the girders at working load is an important design aspect and a study of stress levels and panel deflections at this load was made. There are many theoretical methods available to the designer for predicting the shear strength of plate girder webs and a comparison of these predictions made for the test specimens is made with experimental values.
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      Strength and Serviceability of Steel Girder Webs

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    contributor authorNigel Cooke
    contributor authorPeter J. Moss
    contributor authorWarren R. Walpole
    contributor authorD. Wayne Langdon
    contributor authorMervyn H. Harvey
    date accessioned2017-05-08T20:50:34Z
    date available2017-05-08T20:50:34Z
    date copyrightMarch 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A3%28785%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28943
    description abstractThe experimental behavior of four steel plate girder webs stiffened either transversely or transversely and longitudinally is considered. One aspect of the study is concerned with assessing the influence of residual stresses and strains and initial imperfections on the behavior of the girders at working load and its strength. The serviceability of the girders at working load is an important design aspect and a study of stress levels and panel deflections at this load was made. There are many theoretical methods available to the designer for predicting the shear strength of plate girder webs and a comparison of these predictions made for the test specimens is made with experimental values.
    publisherAmerican Society of Civil Engineers
    titleStrength and Serviceability of Steel Girder Webs
    typeJournal Paper
    journal volume109
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:3(785)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 003
    contenttypeFulltext
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