Webinar on Resilience Amidst Uncertain Times: Preparing the Cold-Formed Steel Industry
$100.00
Continuing Education Credits Available – 1.5 PDH Credits
The word “resilience” has gotten lots of use during the past few years as extreme weather, fires, earthquakes, and even pandemics have battered our supply chains and communities. As humans inhabiting this fragile planet, we want a sense of normalcy and a feeling that our communities, buildings, and infrastructure will be able to survive and thrive through these often-devastating events. Whether it’s keeping your project in budget or keeping your family safe, engineers, architects, building owners and community leaders want to be prepared for the next catastrophe. This webinar by cold-formed steel (CFS) industry veteran and green building champion Don Allen will cover some of the ways we can make our designs and communities more resilient and review lessons learned from the ongoing pandemic. In particular, he will discuss how the supply of framing materials has been impacted, and how we as designers and builders can make our projects and businesses better prepared for the next “unprecedented” event. This will include some history, some design methodology, and even some philosophy on our responsibilities as designers and builders. Don will cover some of the available literature and resources, and even suggest activities to supplement your preparedness planning.
Presenter: Don Allen, P.E., LEED AP, SECB Super Stud Building Products, Inc.
Don Allen, P.E., S.E., LEED AP, is an internationally known expert in cold-formed steel design and currently serves as director of engineering for Super Stud Building Products. He chairs the AISI Education Committee, is actively involved in the development of ASTM and AISI standards, and has designed projects in Europe, Africa and North America. In addition to working for steel product manufacturers, Don spent more than a decade in private practice and served over nine years as technical director for the Steel Stud Manufacturers Association (SSMA), the Steel Framing Alliance (SFA) and the Cold-Formed Steel Engineers Institute (CFSEI). At Super Stud, Don is actively involved in product development for multiple product lines including steel framing, structural floor sheathing, steel structural wall panels, exterior insulation and finish systems (EIFS), and steel doors.
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 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 Roles and Responsibilities for Success with Cold-Formed Steel Framing
The webinar will be presented as a panel interactive session, with Jeffrey Klaiman, P.E., principal in charge of structural engineering at ADTEK Engineers, Inc. as the lead presenter. Panelists will include Don Allen, P.E., director of engineering at Super Stud Building Products, Inc.; Kenneth Pagano, P.E., cold-formed steel truss design engineer at Scosta Corporation; and Patrick W. Ford, P.E., senior project manager at raSmith. The webinar will: Introduce AISI S202, Code of Standard Practice for Cold-Formed Steel Structural Framing and describe how this standard was developed and is maintained. Describe the roles of various individuals and entities in a cold-formed steel framing project. Identify new items and changes in the 2020 edition of the Code of Standard Practice. Provide examples of items in the Code of Standard Practice and how they can be used in actual projects. Include a panel discussion with the authors and users of the standard.
Presenters
Jeffrey Klaiman, P.E.
ADTEK Engineers, Inc.
Jeff has almost 30 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 15 years; ASTM International and the SFA. Mr. Klaiman serves as chairman of the Standard Practices Subcommittee of the AISI Committee on Framing Standards, chairman of the SFIA Technical Committee, 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 Structural Engineering, Mr. Klaiman oversees the design and coordination of all cold-formed steel design documents. He also manages in-house staff in four offices for general structural and 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.
Don Allen, P.E., S.E., LEED AP
Super Stud Building Products
Don Allen, P.E., S.E., LEED AP, is an internationally known expert in cold-formed steel design, and currently serves as director of engineering for Super Stud Building Products. He chairs the AISI Education Committee, is actively involved in the development of ASTM and AISI standards, and has designed projects in Europe, Africa and North America. In addition to working for steel product manufacturers, Don has spent more than a decade in private practice and served over nine years as technical director for the Steel Stud Manufacturers Association (SSMA), the Steel Framing Alliance (SFA) and the Cold-Formed Steel Engineers Institute (CFSEI). At Super Stud, Don is actively involved in product development for multiple product lines including steel framing, MgO structural floor sheathing, steel structural wall panels, exterior insulation and finish systems (EIFS), and steel doors.
Kenneth (Kenny) J. Pagano, P.E.
Scosta Corporation
Kenneth (Kenny) J. Pagano, P.E. is the cold-formed steel truss design engineer for Scosta Corporation headquartered in Sebring, FL. Kenny also serves on the AISI Committee on Framing Standard’s main Committee as well as the Framing and Standard Practices Sub-Committees. Kenny maintains an office outside of Palatka, FL where he is an Adjunct Professor for the Engineering Technology department at the local college – St Johns River State College.
Patrick M. Hainault, P.E.
raSmith
Patrick M. Hainault, P.E. is the cold-formed group leader at raSmith in Brookfield, Wisconsin. His experience includes engineering design and staff management with raSmith and Matsen Ford Design Associates, Inc., where he was a principal and senior engineer for 21 years. His expertise includes application of the latest technologies and design concepts to a wide variety of primary and secondary structures, including prefabricated systems. In addition to specialty expertise in cold-formed steel, his engineering systems design experience includes structural steel, reinforced concrete, engineered masonry and wood. He was a structural designer for a concrete reinforcement supplier and a technician for a national material-testing firm. Patrick is a member of the SFIA Technical Committee and the AWCI Construction Technology Committee. He is a registered Professional Engineer in Wisconsin and several other states. He earned his Bachelor of Science degree in Civil Engineering from Marquette 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
Webinar on Cold-Formed Steel Classroom: Connection Design 101
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
Webinar on Cold-Formed Steel Floor System
Continuing Education Credits Available – 1.5 PDH Credits
This webinar will focus on the ideation, development, analysis and experimental evaluation of an innovative lightweight modular floor system utilizing cold-formed steel. As part of a research project funded by the American Institute of Steel Construction (AISC), researchers at the University of Kansas developed a novel floor system composed primarily of cold-formed steel, intended for modular use in steel-framed buildings. The webinar will highlight the background and initial development of the floor system, including design and construction considerations and corresponding analyses. As rapid fabrication, vibration mitigation and diaphragm behavior were emphasized in the development of the floor system, experimental testing of the floor focused on the cyclic behavior of connectors in the cold-formed steel components, vibration serviceability of the floor, and cyclic diaphragm performance within a steel-framed structure. All aspects of system validation will be presented, including physical and analytical evaluations as well as recommendations for future implementation and other project.
Matthew F. Fadden, Ph.D., P.E., Wiss, Janney, Elstner Associates
Dr. Fadden joined WJE with 10 years of experience in structural engineering research and consulting. His primary areas of expertise include the design, analysis and evaluation of steel structures (hot-rolled and cold-formed) and reinforced concrete structures. Additionally, Dr. Fadden has expertise in structural evaluation using finite element modeling and structural testing. His experience also includes seismic design, structural vibrations, offshore structures and litigation support.
Prior to joining WJE, Dr. Fadden was a professor in the Department of Civil, Environmental, and Architectural Engineering at the University of Kansas. There, his research areas included modular systems and connections for steel buildings, bolted and welded connections, ancillary sign structures, structural vibrations, and additive manufacturing for civil infrastructure. Dr. Fadden has authored many technical publications in referenced journals and provided numerous conference presentations.
Dr. Fadden is a member of the American Institute of Steel Construction (AISC), the American Society of Civil Engineers (ASCE), and the Cold-Formed Steel Engineers Institute (CFSEI). He is a registered Professional Engineer in Alabama, Florida, Kansas and Louisiana He earned a B.S. degree in Civil Engineering from the University of Illinois at Urbana-Champaign and M.S. and Ph.D. degrees in Civil Engineering from the University of Michigan.
William N. Collins, Ph.D., P.E., University of Kansas
Dr. Collins is the Chair’s Council Associate Professor of Civil, Environmental and Architectural Engineering at the University of Kansas.
Dr. Collins’ expertise is in structural engineering, with a particular focus on fracture and fatigue behavior and metallic infrastructure. He has been associated with numerous projects related to structural behavior, fabrication and inspection. He is active with numerous professional organizations, including TRB, ASTM International and the AASHTO/NSBA Collaboration. Dr. Collins is also engaged in a variety of educational initiatives at the University of Kansas, including the development and implementation of peer mentoring in structural engineering curricula, an effort that has spread to other groups and departments within the university. He was awarded the AISC Milek Fellowship in 2021.
Previously, he was a research engineer at Purdue University and a research/teaching assistant at Virginia Polytechnic Institute and State University (Virginia Tech). He was also a timberwright at Blue Ridge Timberwrights in Christiansburg, Virginia and a construction superintendent at Prospect Homes of Richmond.
Dr. Collins is a registered Professional Engineer in Kansas. He holds B.S., M.S., and Ph.D. degrees in Civil Engineering, Structural Engineering and Materials from Virginia Tech.
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 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 Mid-Rise Construction using Light Weight Steel Framing
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
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
Webinar on Cold-Formed Steel Classroom: Design Topics Not in a Design Standard
Continuing Education Credits Available – 1.5 PDH Credits
Last year alone the CFSEI Hotline responded to over 4,800 inquires. These inquires cover the gamut of cold-formed steel applications. Because these questions often are beyond the scope of a design standard engineering judgement is needed. Roger will review a few of the Hotline topics with a focus on employing engineering principals to solve everyday design considerations. Topics to be addressed are:
- Should loose straps be a concern?
- Does gypsum between the steel plies impact the screw connection strength?
- For the single-side strap brace, what are the implications for the design of the boundary post?
- How does one design a shear wall for force transfer around openings?
- What wind loading drift limits are appropriate for mid-rise structures?
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