
You’ve built a complex model, the render looks fantastic, and the software spits out pages of data. But deep down, there’s a nagging question: can I really trust these numbers?
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You’ve built a complex model, the render looks fantastic, and the software spits out pages of data. But deep down, there’s a nagging question: can I really trust these numbers?
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You’ve built the model in your go-to software, the geometry is correct, the loads are on, and the analysis runs without errors. But deep down, there’s a nagging question: does this model truly represent how the building will behave? Gaining real confidence in our structural models means moving beyond the default settings and challenging the convenient assumptions we often start with. It’s about embracing the philosophy of engineered precision found in Part 4 over the prescriptive paths of Part 9.
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When a new set of professional practice guidelines drops, our first thought isn’t always, “Great, more reading!” But when it comes to retaining walls in British Columbia, ignoring the rulebook isn’t an option. These aren’t just gentle suggestions; they are the standard of practice we, as Registrants of Engineers and Geoscientists BC, are required to have regard for.
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Let’s be honest, NBCC Part 4 can be dense. When you get to wind loads in Section 4.1.7, it’s a flurry of equations, factors, and tables. You know the rules are in there, but what about the ‘why’? Why is the gust factor 2.0 for the main system but 2.5 for cladding? When do you really need to jump from the Static to the Dynamic Procedure?
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Another code cycle, another round of changes to get our heads around. Just when you think you’ve got your spreadsheets perfected, the new National Building Code of Canada (NBCC) lands on your desk. While the 2020 edition brought updates across the board, the wind load provisions in Subsection 4.1.7. have some particularly noteworthy changes that are already impacting our designs.
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Here we go again. The first heavy, wet snow of the season is plastering everything in sight, and you get that familiar call from an architect. “We’re looking at a large, flat roof on this new project. What kind of snow load do we need?”
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