National Repository of Grey Literature 6 records found  Search took 0.00 seconds. 
Monolithic concrete chapel
Richtr, Jan ; Požár, Michal (referee) ; Strnad, Jiří (advisor)
The topic of the bachelor thesis is the design and assessment of a monolithic concrete chapel. The Assessment is divided into individual elements. Simplified construction models and 3D software models are chosen to determine internal forces.
Static solution of reinforced concrete structure
Mašek, Petr ; Kostiha, Vojtěch (referee) ; Zlámal, Martin (advisor)
This diploma thesis deals with study of feasibility of waterpark monolithic reinforced concrete structure with roof terrace. This structure has one underground floor, which has water park utility function and two above ground floors. On the roof is terrace with grass, mobile bar and with space to relax. Subject of this diploma thesis is the main loadbearing frame, which has span 32 m. The structure is assessed according to limit states of valid norms and also takes into account construction stages and time dependent analysis. The structure is calculated on beam and slab-plate structural models. Structural analysis and general drawings are done.
Flat Building
Podepřel, Petr ; Ducháč, Petr (referee) ; Požár, Michal (advisor)
The thesis deals with the design and calculation of selected parts of an apartment building in Brno. The apartment building is 6 floors (one underground floor and 5 above-ground floors), the underground floor is the entire reinforced concrete. The work focuses mainly on the static design and assessment of individual elements of reinforced concrete structures. The assessed load-bearing elements are the roof slab, ceiling slab 1.PP, prefabricated staircase, elevator shaft and so-called white bath (foundation slab, walls). All calculations are performed using SCIA Engineer. Individual ceiling slabs and staircases are solved by 2D models and the construction of the white bathtub is made in a 3D model. The design proceeded according to valid European standards ČSN EN 1992-1-1 and ČSN 73 1201. The result of this work is static design of reinforcement of all solved parts and drawing documentation.
Monolithic concrete chapel
Richtr, Jan ; Požár, Michal (referee) ; Strnad, Jiří (advisor)
The topic of the bachelor thesis is the design and assessment of a monolithic concrete chapel. The Assessment is divided into individual elements. Simplified construction models and 3D software models are chosen to determine internal forces.
Flat Building
Podepřel, Petr ; Ducháč, Petr (referee) ; Požár, Michal (advisor)
The thesis deals with the design and calculation of selected parts of an apartment building in Brno. The apartment building is 6 floors (one underground floor and 5 above-ground floors), the underground floor is the entire reinforced concrete. The work focuses mainly on the static design and assessment of individual elements of reinforced concrete structures. The assessed load-bearing elements are the roof slab, ceiling slab 1.PP, prefabricated staircase, elevator shaft and so-called white bath (foundation slab, walls). All calculations are performed using SCIA Engineer. Individual ceiling slabs and staircases are solved by 2D models and the construction of the white bathtub is made in a 3D model. The design proceeded according to valid European standards ČSN EN 1992-1-1 and ČSN 73 1201. The result of this work is static design of reinforcement of all solved parts and drawing documentation.
Static solution of reinforced concrete structure
Mašek, Petr ; Kostiha, Vojtěch (referee) ; Zlámal, Martin (advisor)
This diploma thesis deals with study of feasibility of waterpark monolithic reinforced concrete structure with roof terrace. This structure has one underground floor, which has water park utility function and two above ground floors. On the roof is terrace with grass, mobile bar and with space to relax. Subject of this diploma thesis is the main loadbearing frame, which has span 32 m. The structure is assessed according to limit states of valid norms and also takes into account construction stages and time dependent analysis. The structure is calculated on beam and slab-plate structural models. Structural analysis and general drawings are done.

Interested in being notified about new results for this query?
Subscribe to the RSS feed.