Cable Stayed bridge Beginner

[@noobyfishy1317]

i have to watch this for school

[@snehaakkineni5864]

What would be the end conditions at the right side of the bridge (one which is not supported)? How would you model those ends, if modelling in a FEM software?

[@subramaniank3003]

hello, I don't know if its going to be of any use to you now. But here goes the answer to your question. The mid span (right end as you call it) will not be left unsupported. Either you have a central hinge over there to allow for longitudinal movements and release the moments or you have a stitch concrete which makes the system continuous.