Webinar on the SE 2050 Committing to Net-Zero Embodied Carbon

Continuing Education Credits Available – 1.5 PDH Credits

Cold-formed steel (CFS) framed floor systems used to be simple and straightforward: joists at 16” or 24” on center aligned over wall studs with the joists braced with blocking/strapping every few feet, all topped with plywood or pan deck and concrete.  But now the rules have changed.  With the advent of ledger framing and load distribution members and composite CFS floor systems, we are seeing true innovation in floor framing, as well as how floors are built/supported/topped. With new products being developed at a rapid pace, engineers have to keep up with the latest to select economical and lightweight systems that can now compete with the efficiencies of open-web bar joist and composite deck systems.  This session will provide an overview of several CFS floor framing systems and methodologies that are starting to win back floor framing from other materials, and other potential efficiencies that can be gained from the inherent versatility and constructability of CFS floor framing.

After attending this presentation, participants will be able to:

• Design and detail joist and truss support systems that obviate alignment framing and provide more flexibility for field fixes and bearing wall openings.
• Evaluate a wide variety floor topping materials that provide joist bracing, diaphragm strength, and gravity load support.
• Consider options with wider spaced joists or trusses: using the span capabilities of steel deck or steel-and-concrete systems.
• Consider composite design with CFS and concrete systems: both deck and joists and combinations of these.
• Know where to go for additional resources on floor issues.

Presenter: Don Allen, P.E., Super Stud Building Products, Inc.

Don Allen, P.E. currently serves as Director of Engineering for Super Stud Building Products, Inc., where he oversees product development, testing, engineering, and technical services. Having worked in the cold-formed steel industry since 1990, Don served as a CFS specialty engineer, Engineer-of-Record, and industry representative before his current position with a stud manufacturer. He concurrently served for more than nine years as Technical Director for three associations in the cold-formed steel industry ─ the Steel Stud Manufacturers Association (SSMA), the Steel Framing Alliance (SFA), and the Cold-Formed Steel Engineers Institute (CFSEI). He chairs the Education Subcommittee of the American Iron and Steel Institute’s Committee on Framing Standards and Committee on Specifications, and was the recipient of the 2013 CFSEI Distinguished Service Award. He has given presentations on CFS in China, Colombia, Egypt, Hawaii, and South Africa, and has been involved in design projects in North America, Africa, and Europe.

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

Creating an inclusive work environment is not just the “right thing to do.” Inclusive behaviors are tied to higher levels of individual performance and firm profits; yet creating and working in an inclusive work environment often feels elusive, as evidenced by the fact that almost two-thirds of workers are disengaged at work.

In this interactive session, you will learn about the business case for inclusive work cultures and five simple actions anyone can take to create a more inclusive work environment for those they work with, regardless of current role or firm size. Applicable to everyone from new graduates to CEOs, these strategies have been shown to create a more inclusive work environment while requiring little time or budget to implement. When implemented consistently, these strategies create better work cultures for everyone and improve the retention of coworkers in traditionally marginalized gender, racial, and ethnic groups. You will leave this session empowered with specific actions you can immediately apply to engineer inclusion in your everyday interactions.

Presenter: Stephanie Slocum, P.E., Engineers Rising LLC

Stephanie Slocum, P.E. is the founder of Engineers Rising LLC and author of “She Engineers: Outsmart Bias, Unlock Your Potential, and Live the Engineering Career of your Dreams.” Stephanie shines light on the barriers to the retention of engineers and provides practical training, inspiration, and mentorship through her online platform and programs. She is a champion of inclusive work cultures.

Stephanie is the current chair of the Structural Engineering Institute’s (SEI) Business Practices committee. She is currently serving as an elected member of SEI’s Board of Governors and is a member of the American Society of Civil Engineers (ASCE) Task Committee on the Code of Ethics. She is a winner of the 2020 Connected World’s Women in Technology Award for her work empowering women in engineering. Prior to founding Engineers Rising, she worked in structural engineering building consulting for 15 years. She holds bachelor’s and master’s degrees in architectural engineering.

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

Cold-formed steel structural members are commonly subjected to torsion. The torsional behavior of open cross-sections can be complex, involving both warping torsion and St. Venant torsion. Most structural engineering curriculums do not teach this combined torsion response, leaving many engineers with limited ability to properly design for torsion. To complicate matters, most structural analysis software does not fully capture the torsional behavior for cold-formed steel members.

This webinar will review some torsion fundamentals and explain torsion distribution using analogies to flexural behavior familiar to structural engineers. The similarity to flexure will be demonstrated using the CFS® software. The AISI design provisions for combined bending and torsion will be reviewed, and the application of these provisions will be evaluated with several design examples.

Presenter: Bob Glauz, P.E., MSCE

Bob Glauz is the author of the CFS® software used internationally for cold-formed steel design. He is a member of the American Iron and Steel Institute (AISI) Committee on Specifications and chairs the AISI Committee on Member Design. He is also a member of the ASCE/SEI Standards Committee on Stainless Steel Cold-Formed Sections, the Structural Stability Research Council (SSRC) and the SSRC Task Group on Stability of Steel Members. Bob has authored several technical articles on lateral-torsional, flexural-torsional, and distortional buckling of cold-formed steel members.

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.

Presenter: 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