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Assessment of Reinforced Concrete Elements
Pecháček, Martin ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
The aim of the bachelor's thesis is the analysis of internal forces design and assessment of the reinforced concrete loadbearing elements. Staircase, floor slab and window header of a detached house with supporting masonry walls are designed in the thesis. In the project of the floor slab the occur of a thermal bridge is taken into account. To prevention of thermal bridge are used systematic elements. To analysis internal forces on the structure Finite Element Method in the SCIA Engineer 19.1 software is used. The results of selected sections and selected load combinations are verified by method of replacement beams. Internal forces on the staircase are calculated by method of replacement beams.
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Monolithic reinforced concrete tank
Kollárik, Adrián ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The thesis deals with design and assessment of all supporting parts of cast-in-place reinforced concrete tank. The thesis includes a technical report, static analysis, drawing documentations, construction proces and visualization. The drawing documentation consists of shape and reinforcement drawings of supporting parts.
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Multifunctional Building
Velecký, Tomáš ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
This diploma thesis is focused on design cast-in-place reinforced concrete structure multi-storey multifunctional building according to the source material. Specifically, foundation slab and external wall in B1 taking into account the waterproofness of the construction. Then staircase, column in lowest storey and two floor slab are designed as selected load-bearing structure. Elements are dimensioned according to ČSN EN 1992-1-1: Design of concrete structures - general rules and rules for building structures. In the drawing part of the diploma thesis are drawn drawings of the shapes and reinforcement.
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Concrete slab of a residential building
Benčíková, Mária ; Požár, Michal (referee) ; Perla, Jan (advisor)
The bachelor thesis deals with the design of the floor structure of a multi-storey apartment building on the floor with masonry walls. Particular emphasis is placed on the interruption of the thermal bridges at the balcony boards and the reduction of the impact sound propagation from the staircase to the surrounding structures. Verified deformation of the structure due to the integrity of the discharged ceramic partitions. RFEM 5.18 computational software is used to model the structure and solution of internal forces. Calculations are made according to ČSN EN 1992-1-1 and ČSN 73 1201.
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Load-bearing RC structure of the multi-storey building
Petrovič, Jiří ; Hasala, Ivo (referee) ; Girgle, František (advisor)
The Master’s thesis is focused on the analysis and design of selected members of load-bearing structure of an apartment house according to the ultimate limit states (ULS) and seviceability limit states (SLS). The calculation and the analysis was supported by design software SCIA ENGINEER 2017. Structural analysis deals with the design of the reinforced concrete floor slab of 1.PP, beams in 1.PP, selected walls in 1.NP and column in 1.PP and 1.NP. Thework beside this deals with the calculation and design of foundation of the object.
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Load bearing structure of multifunctional house
Strnad, Stanislav ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
Subject of this diploma thesis is to design structural system of multifunctional building in Brno. This apartment building has 4 storey. Main load-bearing elements are concrete ceilings, columns and beams in first and second storey. In third and fourth storey are main load-bearing elements masonry and concrete ceilings with beams. Also there is prestressed beam in first storey. The structure was assessed for ultimate and serviceability limit state acording to standarts and regulation. Drawings and drawings of construction are part of the diploma thesis.
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Design of the Underground of the Flat House
Pfeffer, Lukáš ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
This thesis presents design and assessment of reinforced concrete structure of the basement in a residential house according to both ultimate limit state and servicebility limit state given by standard ČSN EN 1992-1-1. The thesis specifically analyses floor slab with beams, the most loaded column and part of outer wall. Internal forces were provided by software SCIA Engineer and the plans were drawn in software ALLPLAN and –isb cad-.
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The concrete structure of a high office building
Skuhravý, František ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
Aim of The Diploma Thesis was to design load-bearing structure of a multi-storey reinforced concrete building, to realize structural analysis in Dlubal-RFEM software and dimension its selected parts. Designed structure is based on already erected building in office edifices campus in Brno-Slatina district. Its original number of storeys was increased from ten to nineteen, so the specific problems connected to high-rise building designing could be solved. Time dependent deformations of vertical structures were analysed in detail, so the changes in load of horizontal elements could be described more precisely, because of its direct dependence on compression of the columns. Within the paper, foundation structure dimensions were designed, assessment and design of composite columns assembly were made, as well of floor slab in 2nd floor with column deformations impact check on the 17th floor. Also, the external walls, pillars and shear core walls were designed and assessed. Formwork drawing of designed structure parts and detailed drawing of reinforcement of assessed elements were elaborated. Based on Diploma Thesis results it can be stated, that if influence of nonuniform load of vertical structures within the high-rise building designing is neglected, consequent project would presumably be uneconomic, or dangerous after an optimization attempts.
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Concrete basement structure of family house on the slope
Čípek, Luboš ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
This thesis focuses on design and assessment of load-bearing elements of a cast-In-place basement of a family house in Vranov. The thesis also includes a report about static analysis and the implementing engineerig report, vizualization of implementing, structural design report and the drawings of formworks and reinforcement. The calculation of the internal forces on floor slab over the basement was performed by the Dlubal RFEM software.
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