Solar panels, architectural sunshades, and complex multi-level rooflines are no longer the exception; they’re the norm in modern Canadian building design. While they score points for energy efficiency and visual appeal, they also create a minefield of unexpected snow and ice loads for structural engineers.
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If you’re practicing structural engineering in Canada, you know that Mother Nature doesn’t pull any punches. From heavy snowfalls to whipping winds, our designs constantly have to stand up to the elements. The National Building Code of Canada (NBCC) gives us the rulebook, but how we apply those rules can differ significantly, especially when we’re talking about Part 4 (Structural Design) versus Part 9 (Housing and Small Buildings).
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In this post we’ll be looking at seismic. Specifically, let’s chew on something that’s been a hot topic since the NBCC 2020 dropped: the growing gap in seismic design philosophies between Part 4 (Structural Design) and Part 9 (Housing and Small Buildings). If you’re juggling projects that dance on the edge of Part 9’s limits or work across different seismic zones in Canada, this is a conversation you need to be in on.
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In our first three posts, we’ve journeyed through the “what and why” of Performance-Based Design (PBD), mapped out the typical PBD process and player lineup, and even gotten our hands dirty with the nitty-gritty of modeling, analysis, and verification. If you’ve been following along, you know PBD isn’t just a fancy buzzword; it’s a powerful approach to designing structures that meet specific, tangible performance goals.
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In our first two posts on Performance-Based Design (PBD), we covered the “what and why” – shifting from prescriptive codes to targeting specific building performance – and then we looked at the “who and how” of setting those crucial performance objectives. If you missed them, I’d suggest giving them a read first as we’re about to jump into the deep end of the pool.
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Welcome back! In our last chat (An Introduction to Performance Based Design), we unpacked what Performance-Based Design (PBD) actually is and why it’s becoming such a critical approach, especially for us here in Canada dealing with everything from high seismic zones in B.C. to unique client demands across the country.
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Welcome to my structural engineering blog! I’m Arun Kishore, a Structural Engineer based in Vancouver, BC, Canada. This blog is a space where I plan to document my continuous learning journey, share insights, and discuss the diverse world of structural engineering – from codes and standards to design procedures, innovative ideas, and material-specific topics.
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