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  1. MCip

    Steel beam to column shear connection with short slotted holes - Bracing the column?

    Hello For a typical shear connection of girder to column, AISC allows the use of short slotted holes perpendicular to the direction of the load (shear). However, my doubt is: can the beam be considered as a lateral brace for the column? The brace force will be parallel to the slots. Similarly...

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