Webinar on Mid-Rise Construction using Light Weight Steel Framing
$100.00
Continuing Education Credits Available – 1.5 PDH Credits
The webinar will cover light gauge steel wall framing and C-joists, composite deck and concrete, precast concrete, steel beams and deck and light gauge steel trusses. It will review wall and floor, fire and sound assemblies, panelization of walls, structural floor systems, lateral stability, roof design, shear wall deflection compared to wood, progressive collapse, and overall approval process. The webinar will also review completed projects.
Presenter: Raymond van Groll, M.Sc.(Eng), P.Eng.,
Atkins + Van Groll Inc.
Raymond van Groll, M.Sc.(Eng), P.Eng., Managing Partner of Atkins + Van Groll Inc. With over 25 years of experience, van Groll specializes in mid-rise structural buildings and light gauge steel construction. In 1990, he founded Van Groll Engineering Inc., a structural professional engineering company specializing in residential and commercial construction and light gauge steel design. In 1997, he co-founded Atkins + Van Groll Inc. Consulting Engineers with Jonathan Atkins.
Raymond van Groll assisted in the development of the Canadian Sheet Steel Building Institute (CSSBI) “Lightweight Steel Framing Design Manual.” Some of his most notable projects include Chelster Hall Estate in Oakville, the Louis Vuitton Flagship Store in Toronto, The Rosseau, J.W. Marriott Resort & Spa, and Corktown Condominiums in Toronto.
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
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Webinar on Cold-Formed Steel Connection Applications
Continuing Education Credits Available – 1.5 PDH Credits
This webinar will explore common cold-formed steel connection applications with an emphasis on clip angles. Until AISI D114, Cold-Formed Steel Clip Angle Design Guide was issued in 2021, there was no recognized design approach for clip angles. Based on research at the University of North Texas, a better understanding of the behavior and therefore the design requirements are now available.
Connection design information provided by AISI D110, Cold-Formed Steel Framing Design Guide, AISI D112, Brick Veneer Cold-Formed Steel Framing Design Guide and CFSEI Tech Notes will also be discussed.
Presenter: Roger LaBoube, Ph.D., P.E., Cold-Formed Steel Engineers Institute
Dr. Roger A. LaBoube is Curator’s Distinguished Teaching Professor Emeritus of Civil, Architectural and Environmental Engineering and former director of the Wei-Wen Yu Center for Cold-Formed Steel Structures at the Missouri University of Science & Technology. Dr. LaBoube holds B.S., M.S., and Ph.D. degrees in Civil Engineering from the University of Missouri-Rolla. He 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. Dr. LaBoube is active in several professional organizations and societies. He served as chairman of the American Iron and Steel Institute (AISI) Committee on Framing Standards and is an emeritus member of the AISI Committee on Specifications for the Design of Cold-Formed Steel Structural Members. 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
Price: $100
Webinar on Overview of the Fundamental Behavior of Cold-Formed Steel Members and Connections
Continuing Education Credits Available – 1.5 PDH Credits
The concepts of cold-formed steel behavior and design are not typically taught in engineering schools and therefore engineers are often required to self-teach these concepts. Therefore, if you are an entry level structural engineer, or a seasoned veteran, this CFSEI lecture is intended to provide a fundamental understanding of the some of the behavior and design principles for cold-formed steel members and connections. Roger will draw on lecture materials used in his semester course and three-day short course to explain the unique aspects of cold-formed steel behavior and design principles of AISI S100.
Roger A. LaBoube, Ph.D., P.E.,
Wei-Wen Yu Center for Cold-Formed Steel Structures
Dr. Roger A. LaBoube is Curators’ Distinguished Teaching Professor Emeritus of Civil, Architectural and Environmental Engineering and former director of the Wei-Wen Yu Center for Cold-Formed Steel Structures (CCFSS) at the Missouri University of Science & Technology, formerly known as the University of Missouri-Rolla. Dr. LaBoube holds B.S., M.S., and Ph.D. degrees in Civil Engineering from the University of Missouri-Rolla. He 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; wall studs; and bolt, weld, and screw connections. Dr. LaBoube is active in several professional organizations and societies, including membership on the American Iron and Steel Institute’s (AISI) Committee on Specifications and as chairman of AISI’s Committee on Framing Standards. He is a registered Professional Engineer in Missouri. Dr. LaBoube is a frequent presenter of CFSEI webinars, answers questions from engineers through the CFSEI Hotline, and remains active in developing cold-formed steel standards through the AISI Committee on Framing Standards.
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
Webinar on Demystifying Cold-Formed Steel Torsion Analysis for Design
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
Webinar on Cold-Formed Steel Curtain Wall Design
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
Webinar on Fire and Cold-Formed Steel Design
Continuing Education Credits Available – 1.5 PDH Credits
Fire Resistance of Wall, Floor & Ceiling Systems
The presentation will begin with a review of the standards used to test both wall and floor/ceiling assemblies. Special attention will be given to factors that affect the design of systems with cold-formed steel, and some comparisons will be made to wood-framed systems. Several UL-certified fire designs will be described that showcase how structural factors can affect fire design.
Presenter: Kyle Flondor, United States Gypsum Corporation.
Kyle Flonder is a Senior Researcher, Building Science (Fire) at United States Gypsum Corporation. He received his Bachelor of Science degree in Industrial Engineering from the University of Iowa. From 2006-2017, he was project engineer in UL’s Fire Protection Division, responsible for the evaluation and certification of fire containment and building fenestration products. He moved to USG in 2017 to support the evaluation of USG products and systems through testing and analysis. He is one of the principal USG engineers who work with accredited testing agencies, and he assists most Authorities Having Jurisdiction with large and small projects involving USG products and fire designs.
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
Webinar on Devil in the Details: Learning from Mid-Rise Successes and Failures
Continuing Education Credits Available – 1.5 PDH Credits
Industry veteran Don Allen provides insights, photos, and details from projects that have worked, and some that have not. With over 25 years of both Engineer-of- Record and CFS specialty engineer experience, Allen will show both design examples and field photos / repairs where problems have been avoided / created / resolved on CFS framing projects. Allen will discuss each specific design challenge, why a certain approach was taken, what went right with the design and construction, and what could have been done differently for conditions that did not work. Allen will also discuss some of his recent work overseas, and how innovations worldwide are shaping CFS construction in North America.
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, Allen 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 9 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 2013 recipient of the 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
Webinar on the Built-Up Member Design Considerations
Continuing Education Credits Available – 1.5 PDH Credits
What can be done when a structural member requires a high-load capacity? The common solution is to design a built-up profile consisting of two or more cold-formed steel (CFS) framing sections. Built-up profiles use common CFS framing members, such as shear wall boundary studs, floor joists, stud packs and headers. This webinar will review the applicable AISI S100, North American Specification for the Design of Cold-Formed Steel Structural Members and AISI S240, North American Standard for Cold-Formed Steel Structural Framing design provisions for two types of built-up profiles — built-up compression members and built-up flexural members. The webinar will review the member limit states of global buckling, local buckling and distortional buckling. It will also provide guidance for achieving adequate interconnection of the individual profiles.
Presenter: Roger LaBoube, Ph.D., P.E., Cold-Formed Steel Engineers Institute
Dr. Roger A. LaBoube is Curator’s Distinguished Teaching Professor Emeritus of Civil, Architectural and Environmental Engineering and former director of the Wei-Wen Yu Center for Cold-Formed Steel Structures at the Missouri University of Science & Technology. Dr. LaBoube holds B.S., M.S., and Ph.D. degrees in Civil Engineering from the University of Missouri-Rolla. He 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. Dr. LaBoube is active in several professional organizations and societies. He serves as chairman of the American Iron and Steel Institute Committee on Framing Standards and is an emeritus member of the AISI Committee on Specifications for the Design of Cold-Formed Steel Structural Members. 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
Price: $100
Webinar on Cold-Formed Steel Attachment to Concrete in Seismic Zones
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