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Side sway web buckling mechanism for moment connection?!

Side sway web buckling mechanism for moment connection?!

Side sway web buckling mechanism for moment connection?!

(OP)
Hi,
Could you please help me if any one have a video explain the mechanism of Side sway web buckling for moment connection.
I search for it in the youtube but I didn't find anything related to this subject
thank you in advance.

RE: Side sway web buckling mechanism for moment connection?!

(OP)
Or please if could sketch it by hand :)

RE: Side sway web buckling mechanism for moment connection?!

I don't think that is possible - sidesway web buckling occurs when you have a largely unrestrained compression flange, and a standard moment connection should restraint it plenty.

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