Webinar on Introducing AISI S250: Your Starting Place for Determining Thermal Transmittance through Cold-Formed Steel Framing

Continuing Education Credits Available – 1.5 PDH Credits

Structural and non-structural elements are often connected to concrete structures by means of concrete anchors. Anchors are either cast-in the concrete during construction, or post-installed when the concrete has cured. There are various concrete anchor types with different behavioral characteristics. The designer must select the type, size and embedment most suitable for the given situation. Due to the large diversity in product types and makes, anchors are not standardized and products need to be qualified for their intended use. For this, suitability and serviceability tests on individual anchors are carried out in independent test laboratories. Evaluation of the test results ultimately result in the issuing of technical approvals which also provide the necessary data to carry out safe anchor design. In this webinar, the process for testing and qualification of post installed anchors, relevant building code and acceptance criteria will be discussed along with the design procedure, failure modes, and the factors affecting the failure mode.

Presenter: Natasha Zamani, Ph.D., P.E.

Natasha Zamani received her Ph.D. in Civil Engineering from Southern Methodist University with a focus on numerical analysis of seismic soil-foundation-structure interaction. She is a registered professional engineer in Texas. Currently, she is working at Hilti as the Code and Standards Senior Manager. She is responsible for implementing and driving the code and approval strategy for Hilti installation product line or related modular cold formed systems.

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

The webinar will focus on wind provisions of ASCE 7/ IBC (International Building Code) that are frequently misunderstood or incorrectly applied with a particular emphasis on cold-formed steel structures, including building enclosure classification, torsional wind design, wind load analysis methods, canopies, rooftop screen walls, and effective wind area. It will also focus on ASCE 7-16 changes and explore the future of wind design.

Presenter: Emily Guglielmo, P.E., S.E., F.SEI, Martin/Martin

Emily Guglielmo, P.E., S.E., F.SEI, a Principal with Martin/Martin, will conduct the webinar. With more than 15 years of structural engineering experience, Emily began her career in the Denver, Colorado office of Martin/Martin and now manages the firm’s San Francisco Bay area office. She is President of the National Council of Structural Engineers Associations (NCSEA) and President of the Structural Engineers Association of Northern California (SEAONC). She is also the Chair of the NCSEA Wind Engineering Committee and Vice Chair of the ASCE 7 Seismic Subcommittee. She serves as a voting member on the ASCE 7 Wind, Seismic, and Main Committees. Emily has presented more than 100 lectures on seismic, wind, and building code provisions both nationally and internationally. She has received several awards, including SEI Fellow and the Susan M. Frey NCSEA Educator Award for effective instruction for practicing structural engineers. Emily earned her bachelor’s degree in Civil Engineering from UCLA and her master’s degree in Structural Engineering from UC Berkeley.

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 (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

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