TECHNICAL PAPERS
May 1, 2008

ASME BTH-1 Pinned Connection Design Provisions

Publication: Practice Periodical on Structural Design and Construction
Volume 13, Issue 2

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, derricks, and other types of hoisting equipment. Chapter 3 of the standard addresses the structural design requirements for lifting devices. Although most of the design provisions are based on familiar principles and practices, the provisions for the design of pinned connections are significantly different from more common specification requirements. The discussion and analyses presented in this paper demonstrate that these provisions for the design of pin-connected plates provide reliability equal to or greater than that upon which the design factors in the standard are based, thus demonstrating that these provisions are acceptable for the intended purpose of the design of below-the-hook lifting devices. Also discussed is how to address a pinned connection with a large pin-to-hole clearance.

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References

AISC. (1989). Specification for structural steel buildings—Allowable stress design and plastic design, 9th Ed., Chicago.
AISC. (2005). Specification for structural steel buildings, 13th Ed., Chicago.
ASME. (2006). Design of below-the-hook lifting devices, BTH-1-2005, New York.
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Brockenbrough, R. L. (2001). “MTR survey of plate material used in structural fabrication.” Final Rep.—Part A, Yield-Tensile Properties, American Institute of Steel Construction, Inc., Chicago.
Crane Manufacturers Association of America, Inc. (CMAA). (2004). “Specifications for top running bridge & gantry type multiple girder electric overhead traveling cranes.” Specification No. 70-2004, Charlotte, N.C.
Duerr, D. (2006). “Pinned connection strength and behavior.” J. Struct. Eng., 132(2), 182–194.
Duerr, D. (2008). “Design factors for fabricated steel below-the-hook lifting devices.” Practice Periodical on Structural Design and Construction, 13(2).
Lyse, I., and Godfrey, H. J. (1933). “Shearing properties and Poisson’s ratio of structural and alloy steels.” Proc., ASTM International, West Conshohocken, Pa., 274–292.
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Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 13Issue 2May 2008
Pages: 53 - 58

History

Received: Apr 18, 2006
Accepted: Feb 8, 2007
Published online: May 1, 2008
Published in print: May 2008

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Authors

Affiliations

David Duerr, M.ASCE [email protected]
P.E.
President, 2DM Associates, Inc., Consulting Engineers, 9235 Katy Freeway, Suite 350, Houston, TX 77024-1526. E-mail: [email protected]

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