Webinar on Cold-Formed Steel Classroom: Impact of the 2018 IBC

Continuing Education Credits Available – 1.5 PDH Credits

Curtain walls with various types of cladding are commonly used for many modern structures and are often framed with cold-formed steel. Curtain walls are typically attached to the main building frame and therefore must be designed to accommodate deflections of the structural frame and also designed to transfer wind and seismic forces to the structure. This webinar will cover many of the topics a designer will need for a complete cold-formed steel curtain wall design. The information presented will be based upon AISI S100, North American Specification for the Design of Cold-Formed Steel Structural Members, AISI S211, North American Standard for Cold-Formed Steel Framing – Wall Stud Design and various CFSEI Technical Notes. Some specific topics covered will include stud design, top track design, design of openings, bridging and various additional miscellaneous topics. Example calculations will also be provided covering studs, top track, connections and openings.

Presenter: Sutton Stephens, P.E., S.E., Ph.D.

Sutton Stephens, P.E., S.E., Ph.D. has experience in the structural engineering field and in education. He has worked for consulting engineering firms in Washington and Montana and taught structural engineering courses at Kansas State University in the Architectural Engineering Department. In addition to the design of cold-formed steel structures, he has authored or co-authored a number of research papers covering various topics in cold-formed steel. He has served in the AISI Committee on Framing Standards (COFS) and chaired the Prescriptive Methods sub-committee. He also served on the CFSEI Executive Committee for two terms.

In order to receive credit for this course, you must complete the quiz at the end and pass with at least 80% for a certificate to be generated automatically

Continuing Education Credits Available – 1.5 PDH Credits

This webinar will review the fundamentals of cold-formed steel connection behavior and design. The primary focus will be on screw and weld connections; however, a limited discussion of bolt and power-actuated fastener (PAF) connections will also be provided. An overview of the design provisions in AISI S100, North American Specification for the Design of Cold-Formed Steel Structural Members will be included. In addition, design issues for typical cold-formed steel framing connections will be explored, including deflection track, stud-to-track, stud splice and cantilever knee wall connections.

Presenter: Roger LaBoube, Ph.D., P.E.
Wei-Wen Yu Center for Cold-Formed Steel Structures

Roger LaBoube, Ph.D., P.E. is Curator’s Distinguished Teaching Professor Emeritus of Civil, Architectural and Environmental Engineering and Director of the Wei-Wen Yu Center for Cold-Formed Steel Structures at the Missouri University of Science & Technology (formerly University of Missouri-Rolla). Dr. LaBoube holds B.S., M.S., and Ph.D. degrees in Civil Engineering from the University of Missouri-Rolla. Dr. LaBoube has an extensive background in the design and behavior of cold-formed steel structures. His research and design activities have touched on many facets of cold-formed steel construction including cold-formed steel beams, panels, trusses, headers, and wall studs as well as bolt, weld, and screw connections. He is active in several professional organizations and societies, including membership on the American Iron and Steel Institute’s Committee on Specifications for the Design of Cold-Formed Steel Structural Members and chairman of the AISI Committee on Framing Standards. He is a registered Professional Engineer in Missouri.

In order to receive credit for this course, you must complete the quiz at the end and pass with at least 80% for a certificate to be generated automatically

Continuing Education Credits Available – 1.5 PDH Credits

This webinar will address the following topics:

• Provide a brief introduction to metal buildings and their growing use in more diverse markets,
• Identify design and detailing issues when using cold-formed steel framing in metal buildings,
• Use actual project examples to demonstrate detailing and design concerns and solutions,and
• Provide answers to questions from participants.

Jeffrey Klaiman, P.E., ADTEK Engineers, Inc.  

Jeff has over 20 years of experience in the construction industry. His responsibilities include building maintenance and engineering; on-site engineering for a concrete contractor; Manager of Technical Services and Versa-Truss Product Manager for Dale/Incor (national manufacturer of cold-formed steel framing products and systems), participation on the American Iron and Steel Institute’s Committee on Specifications for the Design of CFS Structural Members and Committee on Framing Standards; a member of CFSEI for more than 10 years; ASTM International and the SFA. Mr. Klaiman serves as chairman of the Standard Practices Subcommittee of the AISI Committee on Framing Standards and is also the president of MASFA. He is a past president of CFSEI. In his position at ADTEK Engineers, Inc. as Principal in Charge of Specialty Engineering, Mr. Klaiman oversees the design and coordination of all cold-formed steel design documents. He also manages in-house staff in three offices for CFS framing design, develops project schedules, and coordinates quality control reviews with project managers on his team. Mr. Klaiman holds a bachelor’s degree in Civil Engineering from the University of Michigan, and an MBA from Eastern Michigan University.

In order to receive credit for this course, you must complete the quiz at the end and pass with at least 80% for a certificate to be generated automatically

Continuing Education Credits Available – 1.5 PDH Credits

For decades, Power- Actuated Fasteners (PAFs) have been used in the construction industry as a safe, reliable, and productive method to fasten various building components-such as cold-formed steel (CFS) framing-to steel and concrete. Code provisions for the use of PAFs in seismic areas for attachments of cold-formed metal framing to concrete have been subject to various interpretations. This presentation will provide recommendations based on Hilti’s understanding of the code provisions.

AISI S100-16, North American Specification for the Design of Cold-Formed Steel Structural Members, 2016 Edition (including the latest supplements), provides some basic provisions regarding calculation of the shear and tension resistance of a connection between CFS and concrete, but does not provide specific equations or values. In addition, Chapter 13 of ASCE/SEI 7-16, Minimum Design Loads and Associated Criteria for Buildings and Other Structures, includes some restrictions regarding the use of PAFs in Seismic Design Categories (SDC) D, E, and F. Chapter 13 is entitled “Seismic Design Requirements for Nonstructural Components,” so the focus is on nonstructural applications like partition walls.

This presentation is designed to clarify the intent of the language in the code-referenced publications AISI S100 and ASCE/SEI 7-16 as it relates to PAFs used to attach track to concrete, in SDC A-C and SDC E-F. The presentation will also provide practical guidance to the designer regarding which design values should be used and where those values can be obtained. Additional practical recommendations will be provided regarding the specification of various types of PAFs and their embedment depths into the concrete.

Christopher Gill, Hilti Inc.

Chris Gill is the Technical Services Manager for Direct Fastening at Hilti in Plano, Texas. He is responsible for the department which performs product testing, generates technical data, publishes technical documents, and obtains approvals and listings for power-actuated and screw-fastening products. He is a member of the American Iron and Steel Institute (AISI) Committee on Specifications, and a voting member of its subcommittees responsible for connections and joints, and diaphragm design. Chris recently participated in the 2020 NEHRP Provisions Update Committee, Issue Team 9, which addressed alternate provisions for seismic diaphragm design, and recommended new provisions for incorporation into ASCE/SEI 7. He has also contributed to the soon-to-be published ASCE/ SEI Design Guide “Cold-Formed Steel Connections to Other Materials.”

Chris has a total of 33 years working in the fastening and anchoring industry. He previously worked as a field engineer, field engineering manager, trade manager and product manager with Hilti. He holds a B.S. degree in Engineering from Brown University and an M.S. degree in Engineering and Technology Management from Oklahoma State University.

In order to receive credit for this course, you must complete the quiz at the end and pass with at least 80% for a certificate to be generated automatically