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Standards · The “Why” Behind NBCC’s Snow Load Factors

If you’re a structural engineer in Canada, you’ve stared at this equation more times than you can count:

$$S = I_s[S_s(C_b C_w C_s C_a) + S_r]$$

It’s the backbone of our snow load calculations, a formula we trust to keep our buildings standing through the harshest Canadian winters. It’s important to remember this detailed formula is from NBCC Part 4; the approach for simpler structures is different, as we’ve covered in our guide to wind and snow loads in Part 4 vs. Part 9.

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Standards · Design principles · Practical applications · 5 Live Load Nuances in the NBCC Commentary

We’ve all been there. It’s late, you’re deep into a design, and you’re staring at the National Building Code, wondering if you’ve caught every little detail. The NBCC is a dense document, and its companion, the Structural Commentaries, is packed with the “why” behind the rules. It’s in those commentaries that we find the nuances that can make or break a design, or at least save us a headache during a plan check.

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Standards · Engineered Precision (Part 4) vs. Prescriptive Paths (Part 9)

This post will focus on something fundamental to our everyday lives as structural engineers in Canada: the National Building Code of Canada (NBCC) and, more specifically, how we navigate the structural design requirements of Part 4 versus Part 9. Ever found yourself scratching your head over whether a project really needs the full Part 4 treatment, or if Part 9’s prescriptive paths are sufficient? You’re not alone.

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