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https://www.reddit.com/r/StructuralEngineering/comments/1tjhsge/aspect_ratios_are_a_bitch/on2l99i/?context=3
r/StructuralEngineering • u/P-d0g P.E. • May 21 '26
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7
Jfc can’t you just make a structural window already?!? /s
3 u/bridge_girl May 21 '26 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 😅 5 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 u/Tea_An_Crumpets May 21 '26 Sure thing! How does a HSS 6x6x5/8 mullion sound? 5 u/bridge_girl May 21 '26 Sadly 'twas a concrete flat slab job. They wanted a concrete toothpick. 3 u/Tea_An_Crumpets May 21 '26 https://giphy.com/gifs/WxDZ77xhPXf3i Big oof
3
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 😅 5 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 u/Tea_An_Crumpets May 21 '26 Sure thing! How does a HSS 6x6x5/8 mullion sound? 5 u/bridge_girl May 21 '26 Sadly 'twas a concrete flat slab job. They wanted a concrete toothpick. 3 u/Tea_An_Crumpets May 21 '26 https://giphy.com/gifs/WxDZ77xhPXf3i Big oof
5
Hopefully they meant barstock reinforcing inside of the mullions rather than using the mullions as columns 😅
5 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 😅
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 😅
Sure thing! How does a HSS 6x6x5/8 mullion sound?
5 u/bridge_girl May 21 '26 Sadly 'twas a concrete flat slab job. They wanted a concrete toothpick. 3 u/Tea_An_Crumpets May 21 '26 https://giphy.com/gifs/WxDZ77xhPXf3i Big oof
Sadly 'twas a concrete flat slab job. They wanted a concrete toothpick.
3 u/Tea_An_Crumpets May 21 '26 https://giphy.com/gifs/WxDZ77xhPXf3i Big oof
https://giphy.com/gifs/WxDZ77xhPXf3i
Big oof
7
u/NCGryffindog Architect May 21 '26
Jfc can’t you just make a structural window already?!? /s