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.
Thanks for the reply Doug. My question was not really whether the in plane deformation will be calculated or not by the model. My question was more to the theory and accuracy of the grillage model when it comes to in-plane deformations. From the literature I've read it seems like a grillage...
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...
