Technical Papers
Jun 11, 2021

Design, Detail, and Attachment of Shelf Angles to Concrete and Masonry

Publication: Practice Periodical on Structural Design and Construction
Volume 26, Issue 3

Abstract

Shelf angles are attached to the structural system and are designed and detailed properly to provide support for veneer walls. They are secured to concrete or masonry structural systems through anchor bolts. In some applications, shelf angles are bolted or welded to steel structures. Shelf angle design requires proper detailing and sizing the angle and connecting anchors (in concrete and masonry attachment) and bolts or weld (in steel system attachment). In masonry and concrete attachments, spacing between anchors is determined by examining the veneer wall’s ability to span itself between the two adjacent anchors or to act as a cantilever over the edge beyond the last anchor. Design of anchors requires following the procedures outlined by the American Concrete Institute and is achieved by selecting a proper diameter and embedment length with considerations for several modes of failure in tension and shear. This paper presents an overview of the procedure used for shelf angle design and detailing as well as attachment to concrete and masonry. This is then supplemented with three example problems. Example 1 illustrates the method for sizing an angle to support a veneer wall, while Examples 2 and 3 demonstrate anchor design for shelf angle attachment to concrete and masonry, respectively.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

References

ACI (American Concrete Institute). 2007. Qualifications of post installed mechanical anchors in concrete and commentary. ACI 355.2. Detroit, MI: ACI.
ACI (American Concrete Institute). 2011. Qualification of post-installed adhesive anchors in concrete and commentary. ACI 355.4. Detroit, MI: ACI.
ACI (American Concrete Institute). 2013. Building requirements for masonry structures. ACI 530. Detroit, MI: ACI.
ACI (American Concrete Institute). 2014. Building code requirements for structural concrete (ACI 318-14) and commentary. Detroit, MI: ACI.
ASTM. 2016. Standard specification for deformed and plain low-alloy steel bars for concrete reinforcement. ASTM A706. West Conshohocken, PA: ASTM.
ASTM. 2018. Standard test methods for strength of anchors in concrete elements. ASTM E488. West Conshohocken, PA: ASTM.
ASTM. 2020a. Standard specification for anchor bolts, steel, 36, 55, and 105-ksi yield strength. ASTM F1554. West Conshohocken, PA: ASTM.
ASTM. 2020b. Standard specification for deformed and plain carbon-steel bars for concrete reinforcement. ASTM A615. West Conshohocken, PA: ASTM.
ASTM. 2021. Standard specification for carbon steel bolts, studs, and threaded rod 60 000 PSI tensile strength. ASTM A307. West Conshohocken, PA: ASTM.
BIA (Brick Industry Association). 1986. Anchor bolts for brick masonry: Technical notes on brick construction. Reston, VA: BIA.
Grimm, C. T., and J. A. Yura. 1989. “Shelf angles for masonry veneer.” J. Struct. Eng. 115 (3): 509–525. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:3(509).
McGinley, W. M. 2013. Design of shelf angles for masonry veneers, 10–12. Chicago: National Council of Structural Engineers Associations.
NCMA (National Concrete Masonry Association). 2013. Design of anchor bolts embedded in concrete masonry. Herndon, VA: NCMA.
Peterman, K. D., J. Kordas, M. D. Webster, J. A. D’Aloisio, and J. F. Hajjar. 2020. “Structural performance of steel shelf angles with thermally improved detailing.” J. Struct. Eng. 146 (10): 04020218. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002778.

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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 26Issue 3August 2021

History

Received: Jan 6, 2021
Accepted: Mar 5, 2021
Published online: Jun 11, 2021
Published in print: Aug 1, 2021
Discussion open until: Nov 11, 2021

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Professor, Civil and Architectural Engineering, Illinois Institute of Technology, Chicago, IL 60616. ORCID: https://orcid.org/0000-0002-5676-0258. Email: [email protected]

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