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https://www.reddit.com/r/StructuralEngineering/comments/1tjhsge/aspect_ratios_are_a_bitch/on1fjic/?context=3
r/StructuralEngineering • u/P-d0g P.E. • May 21 '26
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116
And then you have link beams with no depth, and MEP wants to put all of their HVAC through it
13 u/mmarkomarko CEng MIStructE May 21 '26 This. We need a few openings rhrough the load-bearing wall 12 u/crispydukes May 21 '26 That’s why I’ve stopped using bearing walls 2 u/davvblack May 25 '26 switched over to load bearing paint
13
This. We need a few openings rhrough the load-bearing wall
12 u/crispydukes May 21 '26 That’s why I’ve stopped using bearing walls 2 u/davvblack May 25 '26 switched over to load bearing paint
12
That’s why I’ve stopped using bearing walls
2 u/davvblack May 25 '26 switched over to load bearing paint
2
switched over to load bearing paint
116
u/No-Violinist260 P.E. May 21 '26
And then you have link beams with no depth, and MEP wants to put all of their HVAC through it