Technical Notes
Mar 29, 2018

Cold-Formed Steel Slotted Track Design Strength

Publication: Practice Periodical on Structural Design and Construction
Volume 23, Issue 3

Abstract

Slotted tracks are commonly used in the construction of nonload-bearing infill walls in steel and concrete frame structures. These members are configured with closely spaced slots in the track flanges to accommodate the relative vertical displacements between adjacent floors and a variety of stud spacings. Engineered design of slotted tracks is based entirely on manufacturer published data, which in turn are largely based on testing. Published data typically give allowable design strength but often do not indicate the controlling limit state—strength or serviceability—and there is a general lack of information on safety and resistance factors. Based on a series on monotonic tests, it is shown that the setup used to evaluate performance and develop design values can significantly influence the reported design values. It is finally recommended that manufacturers, and the cold-formed steel industry, move toward development of a standard for evaluation and reporting of test-based design values.

Get full access to this article

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

References

AISI (American Iron and Steel Institute). 2016. North American specification for the design of cold-formed steel structural members. AISI S100-16. Washington, DC: AISI.
Bailey Metal Products Limited. 2015. “Slotted track structural framing.” Accessed May 24, 2017. http://www.bmp-group.com/products/structural-framing/slotted-tracks.
Brady Innovations. 2011. “SLP-TRK slotted steel tracks for interior partitions and exterior nonload-bearing wall systems.” Accessed May 24, 2017. http://www.sliptrack.com/ESR-1042.pdf.
CEMCO. 2016. “Head of wall and FAS track systems.” Accessed May 24, 2017. http://www.cemcosteel.com/steel-framing/head-wall-products.
Clark Dietrich. 2014. “Exterior framing head-of-wall deflection systems.” Accessed May 24, 2017. http://www.clarkdietrich.com/products/head-wall-deflection-systems/maxtrak-slotted-deflection-track.
Rahman, N. (2005). Design of single deep leg track to accommodate vertical deflection. Durham, NC: The Steel Network.
SCAFCO Steel Stud Company. 2018. “Slotted leg and seismic drift track.” Accessed March 12, 2018. https://www.scafco.com/wp-content/uploads/scafco-slotted-track-catalog.pdf.
Steeler. 2011. “Steeler steel framing products: Steeler Slotted Stud.” Accessed May 24, 2017. http://www.steeler.com/uploads/pdf/icc-esr-2054-catalog-rs.pdf.

Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 23Issue 3August 2018

History

Received: Aug 28, 2017
Accepted: Nov 14, 2017
Published online: Mar 29, 2018
Published in print: Aug 1, 2018
Discussion open until: Aug 29, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Jose Espinoza, S.M.ASCE [email protected]
Undergraduate Research Assistant, Dept. of Civil Engineering, Santa Clara Univ., Santa Clara, CA 95053. Email: [email protected]
Ernesto Hipolito [email protected]
Laboratory Technician, CEL, 1001 Pittsburg-Antioch Hwy., Pittsburg, CA 94565. Email: [email protected]
Reynaud Serrette, A.M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Santa Clara Univ., Santa Clara, CA 95053 (corresponding author). Email: [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.

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