The architect has handed you floor plates, and you need to figure out whether a moment frame system will work for seismic resistance. The problem? You don’t have member sizes yet. You don’t know the period. And without the period, you can’t pull loads from the response spectrum. Classic chicken-and-egg.
You’ve set up your structural model, defined your sections, and then the software asks for “shear area.” What do you put there? Most of us have typed in zero and moved on. But do you know what that actually does to your analysis?
You’ve spent two hours building a model, carefully assigning sections and loads, and then you hit Analyze. Instead of results, you get an error message: “Singular stiffness matrix” or “Instability detected” or some variation that basically tells you your model is broken.
You’ve got a floor slab in your building model. Do you use membrane elements? Plate elements? Shell elements? The answer isn’t “whatever the software defaults to” — it depends entirely on what you’re trying to analyse. Pick the wrong element type and you’ll either miss critical behaviour or drown in unnecessary output.
A buried 24-inch diameter pipeline running through a landfill on soft ground. Differential settlements measured at monitoring points spaced 15 to 25 metres apart. A dispute over who’s responsible for the damage. This case eventually made it to court, and the engineering analysis at the centre of it all contained fundamental errors that any engineer working on buried infrastructure needs to understand.
You’ve got a complex structure on your desk, a looming deadline, and powerful analysis software at your fingertips. The temptation? Import the CAD geometry, auto-mesh everything, hit run, and let the computer do the heavy lifting.
I’m Arun Kishore, a Professional Engineer based in Vancouver, BC. I specialize in structural engineering for LNG facilities, civic water infrastructure, and advanced buildings — with a passion for automating the tedious stuff so engineers can focus on what matters.
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