Beam to column connection in SCBF
Beam to column connection in SCBF
(OP)
Hi,
I have a case with chevron brace at the center of the beam. For this situation, beam to column connection can be conventional type of connection right? I dont need to follow Section 6b of AISC 341 as it applies only to connections where brace-beam-column meet.
I have a case with chevron brace at the center of the beam. For this situation, beam to column connection can be conventional type of connection right? I dont need to follow Section 6b of AISC 341 as it applies only to connections where brace-beam-column meet.






RE: Beam to column connection in SCBF
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RE: Beam to column connection in SCBF
RE: Beam to column connection in SCBF
Section 6b clearly states only when brace connects at beam-column, connection needs to be designed to accommodate rotation.
RE: Beam to column connection in SCBF
RE: Beam to column connection in SCBF