DISCUSSIONS AND CLOSURES
May 1, 2007

Discussion of “Shear Lag in Rectangular Hollow Structural Sections Tension Members: Comparison of Design Equations to Test Data” by Bo Dowswell and Stacey Barber

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Practice Periodical on Structural Design and Construction
Volume 12, Issue 2
First page of PDF

Get full access to this article

View all available purchase options and get full access to this article.

References

American Institute of Steel Construction (AISC). (2005). Specification for structural steel buildings ANSI/AISC 360-05, AISC, Chicago.
American Institute of Steel Construction (AISC). (2000). Load and resistance factor design specification for steel hollow structural sections, AISC, Chicago.
British Steel. (1992). “Slotted end plate connections.” Report No. SL/HED/TN/22/-/92/D, Swinden Laboratories, Rotherham, U.K.
Cheng, J. J. R., Kulak, G. L., and Khoo, H. (1996). “Shear lag effect in slotted tubular tension members.” Proc., CSCE Structural Specialty Conf., CSCE, Edmonton, Canada, 1103–1114.
Chesson, E. Jr., and Munse, W. H. (1963). “Riveted and bolted joints: Truss type tensile connections.” J. Struct. Div., 89(1), 67–106.
Girard, C., Picard, A., and Fafard, M. (1995). “Finite element modelling of the shear lag effects in an HSS welded to a gusset plate.” Can. J. Civ. Eng., 22, 651–659.
Korol, R. M., Mirza, F. A., and Mirza, M. Y. (1994). “Investigation of shear-lag in slotted HSS tension members.” Tubular structures VI, Balkema, Rotterdam, The Netherlands, 473–479.
Ling, T. W. (2005). “The tensile behaviour of gusset-plate welded connections in very high strength (VHS) tubes.” Ph.D. thesis, Dept. of Civil Engineering, Monash Univ., Victoria, Australia.
Martinez-Saucedo, G., Packer, J. A., Willibald, S., and Zhao, X. L. (2006). “Finite element analysis of slotted end tubular connections.” Proc., 11th Int. Symp. and IIW Int. Conf. on Tubular Structures, Taylor and Francis Group, London, 237–244.
Wilkinson, T., Petrovski, T., Bechara, E., and Rubal, M. (2002). “Experimental investigation of slot lengths in RHS bracing members.” Proc., 3rd Int. Conf. on Advances in Steel Structures, Elsevier Science and Technology, New York, 205–212.
Willibald, S., Packer, J. A., and Martinez-Saucedo, G. (2006). “Behaviour of gusset elate to round and elliptical hollow structural section end connections.” Can. J. Civ. Eng., 33, 373–383.
Zhao, X. L., Al-Mahaidi, R., and Kiew, K. P. (1999). “Longitudinal fillet welds in thin-walled C450 RHS members.” J. Struct. Eng., 125(8), 821–828.
Zhao, X. L., and Hancock, G. J. (1995). “Longitudinal fillet welds in thin cold-formed RHS members.” J. Struct. Eng., 121(11), 1683–1690.

Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 12Issue 2May 2007
Pages: 135 - 136

History

Published online: May 1, 2007
Published in print: May 2007

Permissions

Request permissions for this article.

Authors

Affiliations

Gilberto Martinez-Saucedo
Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto ON, Canada M5S 1A4.
Jeffrey A. Packer, F.ASCE
Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto ON, Canada M5S 1A4. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share