Error? in kv calculation in RAM Connection
Hi everyone.
I was calculating a joint in RAM Connection, and notice that, from my POV, is a mistake in definition of a and h values for calculation of kv.
In this picture you can see a beam seated on a column, with following dimensions:
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RE: Bent Plates in RAM Connection
I think the situation here is that AISC 360-10, Table 10-9 is used in the case of a single plate connection only. We opted to only implement this for shear tabs since it's within that specific section of Chapter 10, but it would be a good question for…