I have a condition where I would like to connect a skewed beam into the column flange with a single shear plate connection. The only problem is that the center line of the beam is on the center line of the column so where it contacts the flange will actually be offset from the center of the...
It looks like the topic of slabs in unheated buildings has been covered pretty extensively but my condition is a little different from the threads I have been able to find. I have an unheated PEMB building with an open endwall. The required frost depth in my area is 36". I am struggling with...
We submitted drawings to a client for some structural renovations to a building. We'll call them Client A for this question. They are going for permits and are asking for us to "somehow incorporate thier title block, logo, and "Client A Property" notes into our info". I am not understanding...
