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    Strength of Round Structural Pins 

    Source: Journal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 001:;page 04024089-1
    Author(s): David Duerr
    Publisher: American Society of Civil Engineers
    Abstract: The design and performance of pinned connections has been investigated and reported in the literature extensively. Most of this work is concentrated on the connected plates, with relatively little attention given to the ...
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    Pinned Connection Strength and Behavior 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 002
    Author(s): David Duerr
    Publisher: American Society of Civil Engineers
    Abstract: Theoretical and experimental studies of pinned connections that have been published over the past
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    Lateral–Torsional Buckling of Suspended I-Shape Lifting Beams 

    Source: Practice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 001
    Author(s): David Duerr
    Publisher: American Society of Civil Engineers
    Abstract: The equations commonly used in practice for the design of beams are based on the assumption that the members are restrained against lateral displacement and twist at the ends of the unbraced length. Beams suspended by wire ...
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    Beam Web Strength under Pairs of Concentrated Compression Loads 

    Source: Practice Periodical on Structural Design and Construction:;2003:;Volume ( 008 ):;issue: 001
    Author(s): David Duerr
    Publisher: American Society of Civil Engineers
    Abstract: Section K1 of the AISC allowable stress design and load and resistance factor design specifications prescribes a set of requirements by which the strength of the web of a flexural member or column must be evaluated when ...
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    Design of Stiffened Plate Lifting Beams 

    Source: Practice Periodical on Structural Design and Construction:;2008:;Volume ( 013 ):;issue: 002
    Author(s): David Duerr
    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 ...
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    Design Category and Service Class Selection for Below-the-Hook Lifting Devices 

    Source: Practice Periodical on Structural Design and Construction:;2008:;Volume ( 013 ):;issue: 002
    Author(s): David Duerr
    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 design requirements for lifting devices used in construction and general ...
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    ASME BTH-1 Pinned Connection Design Provisions 

    Source: Practice Periodical on Structural Design and Construction:;2008:;Volume ( 013 ):;issue: 002
    Author(s): David Duerr
    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 design requirements for lifting devices used in conjunction with cranes, ...
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    Design Factors for Fabricated Steel Below-the-Hook Lifting Devices 

    Source: Practice Periodical on Structural Design and Construction:;2008:;Volume ( 013 ):;issue: 002
    Author(s): David Duerr
    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 design requirements for lifting devices used in conjunction with cranes, ...
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    New Standard for Design of Below-the-Hook Lifting Devices 

    Source: Practice Periodical on Structural Design and Construction:;2007:;Volume ( 012 ):;issue: 003
    Author(s): David Duerr
    Publisher: American Society of Civil Engineers
    Abstract: The design, manufacture, testing, inspection, and use of below-the-hook lifting devices are standardized in the United States by ASME B30.20
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    Closure to “Beam Web Strength under Pairs of Concentrated Compression Loads” by David Duerr 

    Source: Practice Periodical on Structural Design and Construction:;2005:;Volume ( 010 ):;issue: 001
    Author(s): David Duerr
    Publisher: American Society of Civil Engineers
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