I'm designing a composite column. It's a 30" diameter column with a W 14x102 encased. I'm trying to calculate the bond stress between the steel section and the concrete.
How do you calculate the bond stress for a tension and a moment force applied on the column?
Any help is greatly appreciated.
I'm fairly new here to the forum but so far it's been pretty useful. Here is a question that I have:
I've been reading up on grillage modelling of bridge decks. From what I understand, the grillage model has three degrees of freedom; out of plane translation, and rotation about both in-plane...
