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    Simplified Girder Analysis

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 007
    Author:
    Paul S. Nowak
    DOI: 10.1061/(ASCE)0733-9445(1999)125:7(746)
    Publisher: American Society of Civil Engineers
    Abstract: A simplified method to analyze pin-ended girders as uniformly loaded members is presented. This method is shown to conservatively estimate the maximum moment, shear, and deflection of the girder without needing any of the beam reactions it supports. If the exact solutions for the maximum moment, shear, and/or deflections are needed, they can be easily found by multiplying the approximate results by a tabulated constant. Results are valid for any type of pin-ended girder, provided they are loaded by uniformly spaced beams or trusses. This method can easily be programmed into a spreadsheet, calculated by hand, or incorporated into an existing software package.
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      Simplified Girder Analysis

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    contributor authorPaul S. Nowak
    date accessioned2017-05-08T20:57:27Z
    date available2017-05-08T20:57:27Z
    date copyrightJuly 1999
    date issued1999
    identifier other%28asce%290733-9445%281999%29125%3A7%28746%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33218
    description abstractA simplified method to analyze pin-ended girders as uniformly loaded members is presented. This method is shown to conservatively estimate the maximum moment, shear, and deflection of the girder without needing any of the beam reactions it supports. If the exact solutions for the maximum moment, shear, and/or deflections are needed, they can be easily found by multiplying the approximate results by a tabulated constant. Results are valid for any type of pin-ended girder, provided they are loaded by uniformly spaced beams or trusses. This method can easily be programmed into a spreadsheet, calculated by hand, or incorporated into an existing software package.
    publisherAmerican Society of Civil Engineers
    titleSimplified Girder Analysis
    typeJournal Paper
    journal volume125
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1999)125:7(746)
    treeJournal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 007
    contenttypeFulltext
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