I was tasked to derived this construction span table from DeckCo catalog so we can show a better representation of our calculation for deck. I reference the loads from SDI and used the section properties from the catalog. I'm currently trying to derive the single span maximum length and the...
To: 271828
Thank you for your insight. I would to clarify further. So does it mean that I can set my B = B_bar to remove the moment on the column, regardless of the divergence of the line of action of the forces?
I am currently designing a brace connection using the design guide 29 of the AISC. My question is about the convergence of the line of action through the control points of the beam, column, and gusset plate. Since a and a_bar or B and B_bar can somehow(usually) not equal, is it necessary to the...
