This is a beam to weak axis column moment connection. The beam flanges are CJP welded to stiffeners on the column. An extended shear tab is welded between the column stiffeners.
Connection designSteelSample projectsConnectionAISC (USA)
This is a beam to weak axis column moment connection. The beam flanges are CJP welded to stiffeners on the column. An extended shear tab is welded between the column stiffeners.
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