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Static analysis of the cross-section of the lock chamber
Skalník, Stanislav ; Koláček, Jan (referee) ; Zich, Miloš (advisor)
The bachelor‘s thesis deals with static solutions of the lock chamber. Background for this work were static calculations according to safety levels and drawing documentation of the actual structure. Goal is to evaluate the existing solution of the walls and the bottom of the chamber in selected sections based on the internal forces of the wall model created in the SCIA Engineer. Following with global analysis of a nonlinear model reinforced with the main load-bearing reinforcement according to the original design created in the Idea StatiCa Detail. The second part of this work was the design of an alternative solution of the chamber with a type of rib walls with dimensionability verification. Suggestion of the main wall reinforcement and reinforcement of the most stressed rib. Furthermore a comparison with the original solution from the point of view of deformation, material savings and subsequent assessment of the chamber leaching. Static calculations of both variants, drawings of the used reinforcement for the nonlinear model and drawings of an alternative solution containing the shape and schemes of the wall and rib reinforcement are included.
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Cast-in-place tank of sewage plant
Lidmila, Ladislav ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
Bachelor's thesis deals with structural design and check of cast-in place tank of sewage plant. Solved elements are floor slab, walls and foundation slab. Calculation of load effect is done three methods: manually, per tables and finite element method per software. Elements of tank are checked on ultimate limit state. Load-bearing capacity of subsoil and settlement of tank are checked too. Next are processed reinforced drawings and formwork drawing.
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Reinforced concrete aeration tank
Vlach, Jakub ; Strnad, Jiří (referee) ; Šulák, Pavel (advisor)
The aim of this work is to design and static analysis features open embedded aeration tank wastewater treatment plants, in particular the assessment base plate and exterior walls. On the basis of reports is prepared drawings consisting of reinforcement drawings and drawing shapes. The proposal was made on the values of the internal forces of the outputs of computer program SCIA Engineer 2012-Student Edition.
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Reinforced concrete structure of a cottage
Fuit, Daniel ; Zich, Miloš (referee) ; Strnad, Jiří (advisor)
The bachelor thesis deals with design of a monolithic bearing structure recreational object and the assessment of selected bearing parts of the structure. The object is placed in the hillside. All bearing parts of the structure are interconnected and thus form a rigid unit. Calculation of load effect was made in SCIA Engineer 18.1. Selected bearing parts of the structure were assessed for the ultimate limit state and the serviceability limit state using the MS Excel spreadsheet editor. The final output is the drawing documentation of the assessed bearing parts of the structure.
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Cast-in-place tank of sewage plant
Strnad, Stanislav ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
This bachelor’s thesis deals with design and static assessment of concrete cast-in-place tank of sewage plant. Specifically the calculation and assessment of the base plate, external and internal walls, and floor slab. In addition elaboration of formwork and reinforcement drawing of solved structural elements. The concrete part of cast-in-place tank of sewage plant is below ground level. Static analasis and calculation of internal forces was solved in Scia Engineer 16.0.2038 – student version.
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Masonry and reinforcement items review of building
Janča, Tomáš ; Šulák, Pavel (referee) ; Šimůnek, Petr (advisor)
The bachelor thesis deals with the design and assessment of mansory and reinforcement items of a house with two floors. Design of selected parts of the structure was performed using finite element method and suitable manual idealized models. Were assessed ceiling monolithic structure above the first floor, internal load bearing wall, foundation strip and reinforced concrete staircase. All selected elements were assessed at the ultimate limit state, reinforced concrete slab and the serviceability limit state.
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Reinforced concrete structure
Hasala, Ivo ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
In my master´s thesis I deal with static solution of basic elements of reinforced concrete building with two abovegrounds and one underground storey. The selected elements are piles, roof board D1, column S1 in 2NP, stairway SK1 in 1NP, beam Z1 in 2NP, wall ST6 in 2NP, exterier board near the steel stairway. The component of my master´s thesis is comparing of my own calculation of moments and computer calculation of roof board D1. In the last point I compare a behavior of the structure with solid support and with piles.
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Reinforced concrete load-bearing construction
Ilčík, David ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The diploma thesis is aimed for design and assessment main load bearing elements of a apart-ment building on the ultimate and serviceability limit state. Assessed parts of construction are reinforced concrete slab over the second floor, column and shear wall in the first floor, stairway slab and foundation pad. The elements are assessed in a structural design report according valid standard. There is created drawings. Internal forces are calculated using software Scia Engineer, where is modeled and loaded the construction.
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Home for the enderly people
Semrádová, Bohumila ; Myslín,, Jiří (referee) ; Maceková, Věra (advisor)
The thesis is focused on newly built home for the elderly people in cadastre of Vlkanec village, in Kutna Hora district. The building area is rectangular shaped, with entrance to the area situated from local tarmac road. The house is designed for barrier-free housing of forty people in twenty- six apartments. The house includes common area for providing services for local residents and residents of neighboring villages. The services provided are to be catering services, general practitioner’s office and hair/nail salon. The object consists of service building, living facilities, joined to main building as a left and a right wing and adjacent terraces. The living facilities have three floors (cellarage and two above floors). The utilities, such as laundry room, drying room, boiler room, are situated in the cellar, the apartments and the common areas are in two above-ground floors. Architectural solution of the house is outlined so it uses mostly traditional natural building material (brick, stone, wood, metal) in its inherit color. Furthermore, the project is dealing with rain water management, local communications, such as the road, car park and pavements.
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Multifunctional Building
Erlebach, Jakub ; Šulák, Pavel (referee) ; Jeneš, Rostislav (advisor)
The diploma thesis concerns static project of chosen parts of load-bearing structure four-storey multifunctional building. It´s frame structural systém locally supported colomns. The thesis suggests floor slab above ground floor including punching, colomn, foundation pad, basement wall, loaded soil and strip foundation. Every element was judged by load-bearing capacity, designed reinforcement and made drawings of reinforcement. Calculation of internal forces is made by finite element method of the program dlubal RFEM.
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