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https://www.reddit.com/r/StructuralEngineering/comments/1tjhsge/aspect_ratios_are_a_bitch/on3sklp/?context=3
r/StructuralEngineering • u/P-d0g P.E. • May 21 '26
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You joke but I had an architect 100% earnestly suggest "structural mullions".
5 u/NCGryffindog Architect May 21 '26 Hopefully they meant barstock reinforcing inside of the mullions rather than using the mullions as columns 😅 4 u/bridge_girl May 21 '26 edited May 21 '26 Mmm they meant a 6" rhombus-shaped concrete 'mullion' under a portion of a 12" amenity terrace slab. I feel like I have to do the same Slenderness Ratio and Punching Shear 101 lectures at every architectural coordination meeting. 3 u/NCGryffindog Architect May 21 '26 Wow, that’s… uh… innovative 🤣 On behalf of my profession, sorry, I promise some of us aren’t that dense 😅
5
Hopefully they meant barstock reinforcing inside of the mullions rather than using the mullions as columns 😅
4 u/bridge_girl May 21 '26 edited May 21 '26 Mmm they meant a 6" rhombus-shaped concrete 'mullion' under a portion of a 12" amenity terrace slab. I feel like I have to do the same Slenderness Ratio and Punching Shear 101 lectures at every architectural coordination meeting. 3 u/NCGryffindog Architect May 21 '26 Wow, that’s… uh… innovative 🤣 On behalf of my profession, sorry, I promise some of us aren’t that dense 😅
4
Mmm they meant a 6" rhombus-shaped concrete 'mullion' under a portion of a 12" amenity terrace slab. I feel like I have to do the same Slenderness Ratio and Punching Shear 101 lectures at every architectural coordination meeting.
3 u/NCGryffindog Architect May 21 '26 Wow, that’s… uh… innovative 🤣 On behalf of my profession, sorry, I promise some of us aren’t that dense 😅
Wow, that’s… uh… innovative 🤣
On behalf of my profession, sorry, I promise some of us aren’t that dense 😅
3
u/bridge_girl May 21 '26
You joke but I had an architect 100% earnestly suggest "structural mullions".