This model, created as part of Michaela Rotterová's graduation thesis, showcases a design of a monolithic reinforced concrete slab measuring 46.8 × 20.7 m with a thickness of 280 mm. It is supported by square columns measuring 450 × 450 mm and features one opening. Using RFEM 6, a linear elastic finite element analysis was conducted to study the punching shear behavior utilizing surfaces, members, and shear studs. Results demonstrated optimization of reinforcement compared to manual calculations.
Design And Assessment Of Locally Supported Concrete Slabs
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