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A structural engineer, who sometimes likes structural engineering.

Moment coverage, do it, and do it right (please!)

Something that really irks me when checking others concrete designs, is the apparent lack of knowledge surrounding moment or tension reinforcement development. Along with the concept of moment coverage diagrams to prove that all regions of your member have sufficient…

Metric for the win…

I’m not a fan of the imperial system when it comes to engineering calculations, I make no secret of this. Nothing is easier than multiples of ten in my mind, it just makes sense. As opposed to a 12 here…