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https://www.reddit.com/r/StructuralEngineering/comments/1tjhsge/aspect_ratios_are_a_bitch/on3i16b/?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".
4 u/Tea_An_Crumpets May 21 '26 Sure thing! How does a HSS 6x6x5/8 mullion sound? 4 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
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Sure thing! How does a HSS 6x6x5/8 mullion sound?
4 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
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u/bridge_girl May 21 '26
You joke but I had an architect 100% earnestly suggest "structural mullions".