Hey all,
I currently work in a firm where we design residential, commercial, and industrial warehouses. from one story to high rise. I am interested in getting licensed. I have learned a lot here, but have a job offer from a company that is in the heavy structures industrial industry (power...
Section R8.3.3 in ACI 05 talks about how moments in beams and columns should be evaluated separately. Aren't the moments at the top of the columns and beams end the same due to continuity? Why would you need to evaluate them separately? Maybe I'm not understanding what this section is saying.
