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- Users: agfengineer
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Wide Flange to HSS moment connection
I have never been a fan of HSS to WF moment connections, they are just more involved than a WF col solution, HSS columns are so limited in their I vs. a WF col, and, typically, they completely violate the strong column / weak beam principle. However, we just had to use one for a canopy frame...- agfengineer
- Post #9
- Forum: Structural engineering general discussion
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Small Office, Big Job
It has been said that as a small firm you spend most days hunting elk, but you usually end up eating squirrel. I would add the caviate (from experience) that you have to be careful when you catch an elk: They can kick a lot harder than a squirrel. There are more issues to consider than has...- agfengineer
- Post #29
- Forum: Structural engineering general discussion
