Design of Structural Steel Members According to CSA S16
Fee: $3,205 / Online / Aug 10 - 13, 2027 / Course Code: 18-0802-ONL27
OVERVIEW
Please note, This instructor-led course has specific dates and times:
This course is held online over 4 days on the following schedule (All times in Eastern Time Zone): 9:30 am to 5:30 pm Eastern (Will include the usual breaks) Recommended Reference Participants are encouraged to have access to the latest edition of the Handbook of Steel Construction, published by the Canadian Institute of Steel Construction, to support their understanding of the course material. This handbook is recommended but not mandatory.
After participating in this course, you will be able to:
Apply CSA S16 design provisions to commonly used structural steel members, including tension members, compression members, flexural members, and beam-column members.
Evaluate key steel member behaviour and failure modes, including yielding, local buckling, global instability, block shear, and lateral-torsional buckling.
Assess strength, stability, serviceability, and detailing requirements when designing structural steel members.
Design and detail bolted and welded connections using accepted load transfer principles and CSA S16 requirements.
Interpret design examples to support sound engineering judgment when applying code provisions in practice.
Description
Structural steel design involves evaluating multiple potential limit states and selecting members that satisfy both performance and code requirements. Challenges arise when member behaviour, stability effects, and connection performance interact in ways that are not immediately apparent from the code provisions alone. Developing a sound understanding of these mechanisms is essential for producing safe, efficient, and defensible designs.
This course provides a structured introduction to the design of commonly used structural steel members in accordance with CSA S16. You will work through the design of tension members, compression members, flexural members, and beam-column members, with attention to material behaviour, local and global stability, strength limits, serviceability, and common failure mechanisms.
You will also examine the design and detailing of bolted and welded connections, including load transfer, connection failure modes, slip-critical behaviour, prying action, weld resistance, and detailing requirements. Through practical examples, you will learn how to apply CSA S16 provisions and better understand the design rationale behind them. Participants who want to explore connection design in greater depth may also consider EPIC’s course on Structural Steel Connections: Design, Detail and Specifications.
Who Should Attend
This course is designed for:
Structural engineers involved in steel building or infrastructure design
Designers and detailers working with structural steel members and connections
Consulting engineers responsible for reviewing, specifying, or coordinating steel design work
Specification writers who need a stronger understanding of CSA S16 steel design requirements
Early-career through experienced practitioners seeking a structured review of steel member design
No prior knowledge of steel design is required.
Participants are encouraged to have access to the latest edition of the Handbook of Steel Construction, published by the Canadian Institute of Steel Construction, to support their understanding of the course material. This handbook is recommended but not mandatory.
Having this book is not mandatory; it is just recommended.
Required Resources
Participants are encouraged to have access to the latest edition of the Handbook of Steel Construction, published by the Canadian Institute of Steel Construction, to support their understanding of the course material. This handbook is recommended but not mandatory.
SYLLABUS
Welcome, Course Preview, Learning Outcomes and the Assessment Method
Introduction
An overview of the design process in Canadian codes
Material properties of steel
Structural steel sections in CSA S16
Design of Tension Members
General design requirements
Effective net area (shear lag)
Block shear
Stability check
Design examples
Day II
Design of Compression Members
Failure modes of axially loaded members
Local buckling
Yielding strength
Global stability (flexural and torsional buckling)
Columns with class 4 sections
Columns in moment frames
Design examples
Day III
Design of Flexural Members
Shear strength
Flexural strength
Lateral-supported and unsupported members
Deflection limits
Design examples
Design of Beam-Column Members
Members subjected to axial tension and bending
Members subjected to axial compression and bending
In-plane and out-of-plane stability.
Design examples
Day IV
Design of Bolted Connections
Load transfer mechanisms in connections
Failure modes of bolted connections (tension failure, block shear failure, bearing failure, etc.)
Slip critical connections
Prying action
Detailing requirements
Design examples
Design of Welded Connections
Weld types and terminology
Shear resistance
Tensile and compressive resistance
Detailing requirements
Design examples
Questions and Answers and Feedback to Participants on Achievement of Learning Outcomes
INSTRUCTOR
Associate Professor in Structural Engine — Carleton University
Ottawa , ON
Dr. Sadeghian is an Associate Professor in the Department of Civil and Environmental Engineering at Carleton University. Prior to joining Carleton, he worked at the Structural Group of Arup in Toronto. He received his Ph.D. and MASc degrees from the University of Toronto, and his BASc from the University of Tehran.
With over 10 years of experience in teaching, research, and consulting, Dr. Sadeghian is a registered PEng with Professional Engineers Ontario. He has authored more than 35 peer-reviewed scientific publications in different areas of structural engineering. His research interests mainly focus on seismic design and assessment of buildings, nonlinear analysis, the behaviour of aging and repair structures, and structures built using innovative materials and construction techniques.
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