Technical Papers
Mar 20, 2012

How Strong Is Strong Enough?

Publication: Practice Periodical on Structural Design and Construction
Volume 17, Issue 4

Abstract

When a structural element fails, it is often necessary to determine whether the element was properly designed, fabricated, constructed, and maintained. Among the many things that such a determination requires is an appropriate benchmark strength; i.e., a capacity that can be compared with the loading that caused the failure in order to determine whether the element met the appropriate expectations. Establishing a rational benchmark is complicated by the fact that common industry design, fabrication, and construction methods can result in substantial and highly variable deviations from the actual strengths of structural elements relative to the corresponding nominal values. This paper uses first-order reliability methods—similar to those used to develop the current AISC LRFD steel design provisions—and other methods to arrive at a rational definition of how strong a particular element needs to be in order for it to be considered strong enough.

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References

AISC. (2005). Steel construction manual , 13th Ed., AISC, Chicago.
American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete.” ACI 318-08, ACI, Detroit.
American Concrete Institute (ACI). (2010). “Guide for obtaining cores and interpreting compressive strength results.” ACI 214.4 R-10, ACI, Detroit.
ASCE. (2010). Minimum design loads for buildings and other structures , ASCE, Reston, VA.
Galambos, T. V., and Ravindra, M. K. (1978a). “Properties of steel for use in LRFD.” J. Struct. Div. , 104(9), 1459–1468.
International Code Council (ICC). (2009). International building code , ICC, Washington, DC.
International Council of Building Officials (ICBO). (1997). Uniform building code , ICBO, Washington, DC.
Ravindra, M. K., and Galambos, T. V. (1978b). “Load and resistance factor design for steel.” J. Struct. Div. , 104(9), 1337–1353.

Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 17Issue 4November 2012
Pages: 171 - 176

History

Received: Oct 11, 2011
Accepted: Mar 16, 2012
Published online: Mar 20, 2012
Published in print: Nov 1, 2012

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Authors

Affiliations

Howard J. Hill, Ph.D. [email protected]
S.E.
Director of Project Operations and Principal, Wiss, Janney, Elstner Associates, Inc., 330 Pfingsten Rd., Northbrook, IL 60062 (corresponding author). E-mail: [email protected]
Gary J. Klein, M.ASCE
S.E.
Executive Vice President and Senior Principal, Wiss, Janney, Elstner Associates, Inc., 330 Pfingsten Rd., Northbrook, IL 60062.

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