djfriesen
Structural
- Aug 16, 2013
- 6
Hi,
I have been contacted by a client about providing a repair procedure for where an angle was welded to, and removed from, the bottom flange of a beam in the protected area of an RBF connection. Has anyone run into this before, and been able to justify a repair process? I looked at AISC 341-10 and 358-10, and they seemed to contradict each other (and themselves, sometimes) regarding whether or not this repair was allowed. There are definitely not supposed to be connections here, but one section talked about them being repaired, if they were present.
I'm hoping someone has seen this before and can offer some guidance. The client is an architectural firm, and the slab floor has been placed above this beam already, so removal would be very expensive.
If anyone has any input, I would appreciate it very much.
Dan
I have been contacted by a client about providing a repair procedure for where an angle was welded to, and removed from, the bottom flange of a beam in the protected area of an RBF connection. Has anyone run into this before, and been able to justify a repair process? I looked at AISC 341-10 and 358-10, and they seemed to contradict each other (and themselves, sometimes) regarding whether or not this repair was allowed. There are definitely not supposed to be connections here, but one section talked about them being repaired, if they were present.
I'm hoping someone has seen this before and can offer some guidance. The client is an architectural firm, and the slab floor has been placed above this beam already, so removal would be very expensive.
If anyone has any input, I would appreciate it very much.
Dan