SlideRuleEra thank you very much for this helpful information. For your reply to #4, I am lucky enough to have the original building drawings and it is still used for the same purpose. I was doing shear and moment diagrams but that is where my mind started to question how that negative moment...
Hello All,
I have a situation with an existing elevated one-way slab that is requiring the top portion of the slab be chipped out. It is an existing 7" slab that additionally includes the thickness of the top flanges of the steel beams below. It has existing reinforcing at top and bottom in both...
