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Comparison of RC structure design approach according to EC and EN
Hamrlík, Martin ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
The thesis is focused on the opinion of an office building from the perspective of two different standards and comparing their approaches. These standards is a currently valid European Standard EN 1992-1-1 (EC2) and standard according to US standards ACI 318-11. In this work were considered pillars in the second basement and on the first floor. Was also assessed locally supported slab above the 1st floor and staircase connects the individual floors. All the completed elements were assessed according to the 1st ultimate limit state.
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Design and review of RC structure.
Hečková, Beata ; Seiter, Roman (referee) ; Šimůnek, Petr (advisor)
This diploma thesis deal with of the design of selected parts of a monolithic reinforced concrete building. Static solution includes an assessment of slab in local supports, calculation of columns, beam, stair and footing. The building will be used as an multifunctional building. In this thesis was developed a static calculation, reinforcement drawings and shape drawings.
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Design and review of RC structure.
Hečková, Beata ; Seiter, Roman (referee) ; Šimůnek, Petr (advisor)
This diploma thesis deal with of the design of selected parts of a monolithic reinforced concrete building. Static solution includes an assessment of slab in local supports, calculation of columns, beam, stair and footing. The building will be used as an multifunctional building. In this thesis was developed a static calculation, reinforcement drawings and shape drawings.
|
|
|
Comparison of RC structure design approach according to EC and EN
Hamrlík, Martin ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
The thesis is focused on the opinion of an office building from the perspective of two different standards and comparing their approaches. These standards is a currently valid European Standard EN 1992-1-1 (EC2) and standard according to US standards ACI 318-11. In this work were considered pillars in the second basement and on the first floor. Was also assessed locally supported slab above the 1st floor and staircase connects the individual floors. All the completed elements were assessed according to the 1st ultimate limit state.
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