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    Optimization of Built‐Up Nonuniform Steel I‐Beams

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 008
    Author:
    Abul K. Azad
    ,
    Saeid A. Al‐Ghamdi
    DOI: 10.1061/(ASCE)0733-9445(1986)112:8(1982)
    Publisher: American Society of Civil Engineers
    Abstract: An iterative search technique has been followed to find the minimum weigh plastic design of nonuniform, builtup steel I-beams or girders continuous over two or three symmetrical spans. The unstiffened web has a parabolic profile with identical top and bottom flange areas that are varied at locations of maximum positive and negative moment. Only uniformly distributed loading is considered to simplify mathematical formulation. The influence of some significant design variables on the optimum design is highlighted.
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      Optimization of Built‐Up Nonuniform Steel I‐Beams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/29861
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    contributor authorAbul K. Azad
    contributor authorSaeid A. Al‐Ghamdi
    date accessioned2017-05-08T20:52:08Z
    date available2017-05-08T20:52:08Z
    date copyrightAugust 1986
    date issued1986
    identifier other%28asce%290733-9445%281986%29112%3A8%281982%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29861
    description abstractAn iterative search technique has been followed to find the minimum weigh plastic design of nonuniform, builtup steel I-beams or girders continuous over two or three symmetrical spans. The unstiffened web has a parabolic profile with identical top and bottom flange areas that are varied at locations of maximum positive and negative moment. Only uniformly distributed loading is considered to simplify mathematical formulation. The influence of some significant design variables on the optimum design is highlighted.
    publisherAmerican Society of Civil Engineers
    titleOptimization of Built‐Up Nonuniform Steel I‐Beams
    typeJournal Paper
    journal volume112
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1986)112:8(1982)
    treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 008
    contenttypeFulltext
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