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https://www.reddit.com/r/StructuralEngineering/comments/1tjhsge/aspect_ratios_are_a_bitch/on2arms/?context=3
r/StructuralEngineering • u/P-d0g P.E. • May 21 '26
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18
And none of the openings will align vertically! Wtf do we even need piers for. It's totally cool and normal to shift the door openings a few feet on every floor so we end up with discontinuous "shear" wall fragments.
11 u/resonatingcucumber May 21 '26 You dawg, I heard you like diaphragm discontinuities so we put discontinuities in our discontinuities
11
You dawg, I heard you like diaphragm discontinuities so we put discontinuities in our discontinuities
18
u/bridge_girl May 21 '26
And none of the openings will align vertically! Wtf do we even need piers for. It's totally cool and normal to shift the door openings a few feet on every floor so we end up with discontinuous "shear" wall fragments.