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by engineer_22
1283 days ago
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I was going to agree with you, as a university trained engineer it seemed absurd to count drywall towards structural calculations, but then I did some research. TIL gypsum board is given some shear strength credit in the code books: https://up.codes/s/shear-walls-sheathed-with-other-materials I wouldn't have guessed it, I wouldn't trust it if it was close to failure, but there it is. I think the least attractive aspect is how drywall fails catastrophically, and once it's broken the strength can't be restored. This is probably why I didn't expect it to be counted in structural calcs. |
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The workbenches in my shop consist of multiple cheap, crappy pressed-wood folding tables from Office Depot, secured to each other on multiple sides with equally-cheap metal brackets. You'd think this would result in a rickety, unsafe platform that would blow apart in a stiff wind or buckle under light vertical load, but instead they are stouter in all three dimensions than most actual retail-grade workbenches. (And I don't have to feel bad about drilling into them!)
I can see drywall working exactly the same way, given enough studs and enough nails. The problem to be solved -- and the lesson I learned when I hacked these workbenches into existence -- isn't necessarily insufficient rigidity, it's too many degrees of freedom.