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Statical solution of reinforced concrete structure
Stehno, Pavel ; Ivana,, Švaříčková (referee) ; Zlámal, Martin (advisor)
In this bachelor thesis I study designing and appraising monolithic ceiling slab, which is statically solved by two - way slab. In order to dimension this load - bearing structure to effect of bending moments will be applied computer simulation. The solution is checked by simple method of total moments. Very important part of this thesis is structural analysis affecting pushing through the ceiling slab. Pushing will be soluted by manual analysis, results will be compared with output values of computer analysis. Critical state sagging of the ceiling slab is solved very marginally. The main purpose of this thesis consists of creation technical report, structural analysis and design documentation of soluted structure.
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Static solution of new office building
Stehno, Pavel ; Švaříček,, Libor (referee) ; Zlámal, Martin (advisor)
In this master’s thesis I study statical solution of new office building. The load – bearing elements are appraised according to ultimate limit state. Structural analysis contains of dimensioning ceiling plate with ribs, the most stressed support column and footing. There will be applied computer simulation to finding out values of internal forces. The solution is checked by simple method of replacement frames. The main purpose of this thesis consists of elaboration structural analysis, drawing up the technical report and creation design documents of load – bearing elements.
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Steel Structure of a Factory Building
Stehno, Pavel ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
Theme of bachelor's thesis is structural design of industrial building for alluminum products processing. Dimensions of hall are 24 x 30m and 11,15m high. As main material was used steel S355. Main frame of hall is two highed and every frame is connected to each other with girts and purlins. Spatial rigidity of the structure is provided by the frame corners and sway bracings. As equipment of the hall is crane runway, with full length of the contruction. with load capacity of 5t. Structure is designed in compliance with valid standards of ČSN EN. For structural design was used software version RFEM 5.22.01 from company Dlubal.
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Steel Structure of a Factory Building
Stehno, Pavel ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
Theme of bachelor's thesis is structural design of industrial building for alluminum products processing. Dimensions of hall are 24 x 30m and 11,15m high. As main material was used steel S355. Main frame of hall is two highed and every frame is connected to each other with girts and purlins. Spatial rigidity of the structure is provided by the frame corners and sway bracings. As equipment of the hall is crane runway, with full length of the contruction. with load capacity of 5t. Structure is designed in compliance with valid standards of ČSN EN. For structural design was used software version RFEM 5.22.01 from company Dlubal.
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Statical solution of reinforced concrete structure
Stehno, Pavel ; Ivana,, Švaříčková (referee) ; Zlámal, Martin (advisor)
In this bachelor thesis I study designing and appraising monolithic ceiling slab, which is statically solved by two - way slab. In order to dimension this load - bearing structure to effect of bending moments will be applied computer simulation. The solution is checked by simple method of total moments. Very important part of this thesis is structural analysis affecting pushing through the ceiling slab. Pushing will be soluted by manual analysis, results will be compared with output values of computer analysis. Critical state sagging of the ceiling slab is solved very marginally. The main purpose of this thesis consists of creation technical report, structural analysis and design documentation of soluted structure.
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Static solution of new office building
Stehno, Pavel ; Švaříček,, Libor (referee) ; Zlámal, Martin (advisor)
In this master’s thesis I study statical solution of new office building. The load – bearing elements are appraised according to ultimate limit state. Structural analysis contains of dimensioning ceiling plate with ribs, the most stressed support column and footing. There will be applied computer simulation to finding out values of internal forces. The solution is checked by simple method of replacement frames. The main purpose of this thesis consists of elaboration structural analysis, drawing up the technical report and creation design documents of load – bearing elements.
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Taxation of permanent establishments
Stehno, Pavel ; Vančurová, Alena (advisor) ; Jelínek, Michal (referee)
Taxation of permanent establishments is one of the most complicated areas within international tax law. The system of permanent establishment is based not only on the national legislations of relevant states, but also (mainly) on the international double taxation treaties. This diploma thesis analyses those issues in the taxation of permanent establishments, which are the most up-to-date or can be considered as the key questions of the whole concept and therefore can be significant for the future development of the permanent establishments. However the technically perfect system of permanent establishments should come hand in hand with the practical feasibility and overall efficiency. This assumption is nowadays challenged by several trends like the growing popularity of offshore tax heavens or the development of information technologies, which complicate the determination of (fixed) place of business through which the business of an enterprise is wholy or partly carried on. The technical analyses in this thesis are, therefore, supplemented by the objective evaluations from the perspective of valid legislation, possible approaches of the tax authorities, as well as of the enterprise considerations and also the global international taxation picture. This involves also the aspects of tax policies at the level of sovereign states, especially the Czech Republic.
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