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    Design of Stiffened Plate Lifting Beams

    Source: Practice Periodical on Structural Design and Construction:;2008:;Volume ( 013 ):;issue: 002
    Author:
    David Duerr
    DOI: 10.1061/(ASCE)1084-0680(2008)13:2(59)
    Publisher: American Society of Civil Engineers
    Abstract: The American Society of Mechanical Engineers has published a new standard for the design of below-the-hook lifting devices. This standard defines allowable stress structural design requirements for lifting devices used in construction and general industry in conjunction with cranes, derricks, and other hoisting equipment. One type of lifting device that is common in construction and that is not specifically addressed in the standard is the stiffened plate lifting beam. Design issues that are applicable to this type of lifting beam are lateral-torsional buckling, combined tensile, and shear stresses in the regions around pin-loaded holes, connections among the built-up elements of the beam, and strength of the lower pin holes. This paper derives a method for the design of stiffened plate lifting beams that is compatible with the requirements of the standard.
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      Design of Stiffened Plate Lifting Beams

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    contributor authorDavid Duerr
    date accessioned2017-05-08T21:22:59Z
    date available2017-05-08T21:22:59Z
    date copyrightMay 2008
    date issued2008
    identifier other%28asce%291084-0680%282008%2913%3A2%2859%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49283
    description abstractThe American Society of Mechanical Engineers has published a new standard for the design of below-the-hook lifting devices. This standard defines allowable stress structural design requirements for lifting devices used in construction and general industry in conjunction with cranes, derricks, and other hoisting equipment. One type of lifting device that is common in construction and that is not specifically addressed in the standard is the stiffened plate lifting beam. Design issues that are applicable to this type of lifting beam are lateral-torsional buckling, combined tensile, and shear stresses in the regions around pin-loaded holes, connections among the built-up elements of the beam, and strength of the lower pin holes. This paper derives a method for the design of stiffened plate lifting beams that is compatible with the requirements of the standard.
    publisherAmerican Society of Civil Engineers
    titleDesign of Stiffened Plate Lifting Beams
    typeJournal Paper
    journal volume13
    journal issue2
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)1084-0680(2008)13:2(59)
    treePractice Periodical on Structural Design and Construction:;2008:;Volume ( 013 ):;issue: 002
    contenttypeFulltext
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