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    Microcomputer Structural Member and Frame Design by LRFD

    Source: Journal of Computing in Civil Engineering:;1991:;Volume ( 005 ):;issue: 002
    Author:
    Brian D. Peck
    ,
    Eric M. Lui
    DOI: 10.1061/(ASCE)0887-3801(1991)5:2(141)
    Publisher: American Society of Civil Engineers
    Abstract: A microcomputer‐based software system SCAAD (an acronym for structural computer analysis and design) for the analysis and design of columns, beams, and frames based on the load and resistance factor design (LRFD) specification of the American Institute of Steel Construction is developed. The system automates the design of columns, beams, and frames through the use of a menu‐driven user‐friendly analysis and design software. To minimize errors in input, all input data are echoed and displayed in a tabulated or graphical format on the output screens. The program is coded in QuickBASIC and can be executed conveniently on any personal computers. For the design of frames, a second‐order analysis is performed on the structure to obtain the required member flexural strength. The nonlinear analysis is carried out using the work‐control iterative method. The selection of the appropriate sections is based on the minimum weight criterion. The section with the least weight satisfying the strength requirement is selected by an automated section selection scheme.
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      Microcomputer Structural Member and Frame Design by LRFD

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    contributor authorBrian D. Peck
    contributor authorEric M. Lui
    date accessioned2017-05-08T21:12:20Z
    date available2017-05-08T21:12:20Z
    date copyrightApril 1991
    date issued1991
    identifier other%28asce%290887-3801%281991%295%3A2%28141%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/42686
    description abstractA microcomputer‐based software system SCAAD (an acronym for structural computer analysis and design) for the analysis and design of columns, beams, and frames based on the load and resistance factor design (LRFD) specification of the American Institute of Steel Construction is developed. The system automates the design of columns, beams, and frames through the use of a menu‐driven user‐friendly analysis and design software. To minimize errors in input, all input data are echoed and displayed in a tabulated or graphical format on the output screens. The program is coded in QuickBASIC and can be executed conveniently on any personal computers. For the design of frames, a second‐order analysis is performed on the structure to obtain the required member flexural strength. The nonlinear analysis is carried out using the work‐control iterative method. The selection of the appropriate sections is based on the minimum weight criterion. The section with the least weight satisfying the strength requirement is selected by an automated section selection scheme.
    publisherAmerican Society of Civil Engineers
    titleMicrocomputer Structural Member and Frame Design by LRFD
    typeJournal Paper
    journal volume5
    journal issue2
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)0887-3801(1991)5:2(141)
    treeJournal of Computing in Civil Engineering:;1991:;Volume ( 005 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian