Design of Selected Reinforced Concrete Structural Elements of Production Building with Detached Office Segment Located in Cracow, Poland

The subject of this study is performing the design for the floor slab, foundation slab and column (crossing of axis B-I), for the building with production, storage and office premises.

Author	Maciej Kijania
University	Cracow University of Technology, Poland Faculty of Civil Engineering

This project includes:

Structural loads evaluation
Structural model generated in RFEM
Results verification with three-layer method
Column designed with analytical method
Drawings of horizontal and vertical sections
Reinforcement drawings for selected structural elements

The building structure was created in Revit and then the analytical model was exported to RFEM, where structural and analytical calculations have been performed. Surfaces were divided into finite elements with a length of 40 cm.

At the point where the column joins the ceiling slab, the FE mesh was refined to 20 cm long elements. The RF-CONCRETE Surfaces add-on module was utilized to dimension the reinforcement of the floor slab and the foundation slab with regard to the ultimate and serviceability limit state (cracks). The necessary reinforcement in the floor slab due to deflection was calculated with the RF-Concrete Deflect add-on module. The column was dimensioned utilizing the analytical method.

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Master Thesis

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