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Prefabricated reinforced concrete structures industrial hall with administration
Sitta, Martin ; Šulák, Pavel (referee) ; Zlámal, Martin (advisor)
As the main topic this thesis describes the design and evaluation of selected reinforced concrete members of the prefabricated reinforced concrete industrial building with administration at ultimate limit state in accordance with applicable standards. Movable overhead crane with carrying capacity of 50 tons is the main distinction of the industrial hall. Lateral frame whit main structural parts which are roof prestressed girder, load-bearing column supporting the overhead crane and drilled pile transferring loads from the upper construction to the load bearing subsoil, is designed in particular. Furthermore, design of the Gerber beam which forms the slab construction in the administrational part of the building is elaborated. Structural design and evaluation of other structures of the building is not part of this thesis.
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Load-bearing structure of the family house
Kabrhelová, Eliška ; Švaříčková, Ivana (referee) ; Zlámal, Martin (advisor)
Master's thesis is focused on the design and assessment of load-bearing structure of the family house. Model reinforced concrete structure is created in RFEM. Elements of reinforced concrete are Assessed in accordance with EN 1992-1-1. Excepting static calculation is part of documentation the technical report and drawings shape and reinforcement.
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Static solution of hospital completion in Pisek
Kukla, Radim ; Švaříčková, Ivana (referee) ; Zlámal, Martin (advisor)
In this diploma thesis „Static solution of hospital completion in Pisek“ I study statical solution of one new building of hospital. Statical solution includes the design and dimensioning of reinforced concrete floor structures and peripheral beams. The floor structure consists of point supported reinforced concrete slab. The floor slab is supported by columns and walls. The aim of the project is to desing and evaluate the ultimate limit state of reinforced concrete slab and beams. Also was created 3D computational model to analysis the construction, model was created in software Scia Engineer. To verify the resulting values of internal forces was used to the method of replacement frames. The thesis includes an analysis of internal forces in the structure, while based on different types of soil. Individual values are compared. Finally was made drawings of solved part of the building.
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Static solutions of the system of reinforced concrete tanks
Wolf, Jiří ; Švaříčková, Ivana (referee) ; Zlámal, Martin (advisor)
Aim of the bachelor‘s thesis is to design and static solutions of the system of reinforced concrete tanks and precast slab for these tanks. Tank is examined for ultimate limit state. The thesis consists of technical report, static report and drawing documentation. Computational model for evaluation of internal forces is realized in Dlubal RFEM 5.06 software. All 3 models are created for assessment different structural system. Static report is created manually according to valid European standards.
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Office Building - Design of Selected Parts of RC structures
Zedník, Tomáš ; Zlámal, Martin (referee) ; Švaříčková, Ivana (advisor)
Entering the work is to assess the monolithic reinforced concrete ceiling supported locally in an office building. Solved ceiling located above 3NP, is rectangular in shape with dimensions 61,3x18,8m. The ceiling around the perimeter supported by reinforced concrete walls, columns in two rows, in the middle lengthwise strip are two staircases and several reinforcing walls. Near the walls, there are several openings for technical shafts. Above the ceiling is mostly offices and storage areas.
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Static solution of reinforced concrete ceiling construction of pedestrian subway
Mašek, Petr ; Laníková, Ivana (referee) ; Zlámal, Martin (advisor)
This bachelor`s thesis deals with design of a reinforced concrete structure of a pedestrian subway, which is connecting two newly built administrative buildings in a new business area of the city. The subway structure is taking over a four lane urban road and inside it enables a free passage for pedestrians between both administrative buildings. The frame structure fixed to the foundation strips was chosen as the best solution. The structure was assessed according to valid European norms. General and detailed drawing documentation is also part of the thesis.
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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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The Design of RC Structure of Residential House
Hrvolová, Markéta ; Zlámal, Martin (referee) ; Švaříčková, Ivana (advisor)
The aim of the diploma thesis is static solution of selected parts of the residental house with formwork drawings and reinforcement drawings of designed structures included. Project describes the design and assessment of the monolitic slab structure, precast stair flights, basement loadbearing wall and retaining wall. For calculation of the internal forces was used software Scia Engineer.
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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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Static solution of new mountain hotel building foundations
Velecká, Renata ; Šimůnek, Petr (referee) ; Zlámal, Martin (advisor)
Master's thesis deals with design and static solution of foundation slab of mountain hotel. Two calculation versions are made – simplified („inverse ceiling“) and calculation using software RF-SOILIN. This thesis also includes a comparison of both results. Reinforcement is designed for more accurate internal forces and the assessment of structure is performed according to the 1st limit state of capacity.
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