Nemetschek Engineering User Contest 2009

Nemetschek Engineering User Contest 2009 • Category 2: CAE Housing & Buildings 103 2 by an internal forces solution for each load case. All floor slabs were calculated separately too. For each slab a proper model was created and the internal forces and deflections including creep were calculated. Conclusion To find an adequate solution of the internal forces and deflections on such a demanding structure, it is important to define the interaction of the footwall and foundation structures and the stiffness of the whole structure. Scia’s software fulfils these requirements. High rise building - Vodotika

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