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MihaiValea
Civil/Environmental
- Oct 11, 2015
- 9
Hello,I have to design a polyhedron made from reinforced concrete that has an odd shape designed by the architect.
It has a standalone structure that will be cast inside an existing masonry building.
My concern is that this type of structure cannnot properly carry the loads down to the foundation slab. Because it has negative and positive angles I don't know how to splice the reinforcement.
It is also very difficult to model it in a FEM software.
Is it possible to be made this way or should I just make a vertical structure with reinforcement and the exterior shape to be made from steel frames?
Thank you.