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Load bearing structure of sport building object
Klodner, David ; Šulák,, Pavel (referee) ; Šimůnek, Petr (advisor)
This thesis is focusing on the design and assessment of reinforced concrete frame of the administrative part of the sports hall. In developing the computational model, the emphasis was on the comprehensiveness and reliability of an idealized structure, providing a economical design of elements. Assessment was conducted on the ULS and SLS for selected critical cross section - double staircase, ceiling slab, ceiling beam, the inner column and footings.
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Multi-span double teebridge
Alušic, Michal ; Řeřucha, Kamil (referee) ; Koláček, Jan (advisor)
Main purpose of the diploma thesis is to design a multi-span double-girder bridge which spans the valley of a river. The bridge spans main road of 1st class. Main superstructure of a bridge is made of prestressed concrete which is built span by span. Structure was designed according to limit states in construction stages as well as during the service. Everything was designed according to the latest European normatives. It contains static calculation and drawing documentation.
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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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The Frame Construction of Atypical Floor Plan
Slanina, Bohumil ; Perla, Jan (referee) ; Švaříčková, Ivana (advisor)
The thesis describes the analysis and design part of reinforced concrete frame structure. Calculation was made by program SCIA Engineer and verified by manual calculations using simplified methods. Static solution includes an assessment of floor slabs, columns and stairs. The output is then individual drawings of reinforcement. The thesis also includes a study determining the effective width for single rib.
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Multi-span double teebridge
Alušic, Michal ; Řeřucha, Kamil (referee) ; Koláček, Jan (advisor)
Main purpose of the diploma thesis is to design a multi-span double-girder bridge which spans the valley of a river. The bridge spans main road of 1st class. Main superstructure of a bridge is made of prestressed concrete which is built span by span. Structure was designed according to limit states in construction stages as well as during the service. Everything was designed according to the latest European normatives. It contains static calculation and drawing documentation.
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The Frame Construction of Atypical Floor Plan
Slanina, Bohumil ; Perla, Jan (referee) ; Švaříčková, Ivana (advisor)
The thesis describes the analysis and design part of reinforced concrete frame structure. Calculation was made by program SCIA Engineer and verified by manual calculations using simplified methods. Static solution includes an assessment of floor slabs, columns and stairs. The output is then individual drawings of reinforcement. The thesis also includes a study determining the effective width for single rib.
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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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