This beam is part of an exterior facade and it is my understanding that they have poured all the anchor bolts for this framing already. I don't think moving the beam is an option at this point but thank you for the suggestion.
Thank you for the input. This is a shear only connection. In this case I will only be responsible for the connection design which I am submitting back to the EOR who has done the column design.
KootK, I like the idea of a single obtuse bent plate welded to the flange of the column. I was...
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...
Thank you for the reply BA. Based on your reply I take it you would not recommend resisting the thrust of the PEMB columns with hairpins as this would tie the slab to the piers? This was a concern of mine but the foundations where going to get very expensive with moment footings or cross ties...
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...
Thank you for the replies. This project is going to be in Delaware, USA. I think the notes they are referring to are the proprietary notes usually incorporated in a title block below or around the logo. They have given me their title block in CAD. Would it be ok to place my details in their...
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...
