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Wider beam connection (Steel Structure)
Moment resisting on one side, and hinged on the 2nd. The problem is more locational than statical. I'm looking for a solution on how to situate the beams when they are wider than the concerning dimensions of the columns. Currently, I am planning to extend the dimensions of the columns if nothing...- carpetdiyem
- Post #3
- Forum: Welding, Bonding & Fastener engineering
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Wider beam connection (Steel Structure)
What'd your suggestions be for a wide beam connection in a steel multi-story structure? E.g. the column is a box section (Tub 180x180x16) and the beams are HE 400-B. Perhaps, increasing the box section dimensions a solution? Regards- carpetdiyem
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- Replies: 3
- Forum: Welding, Bonding & Fastener engineering
