|
|
Reinforced concrete structure of the apartment building
Ilčík, David ; Čairović, Dorde (referee) ; Šulák, Pavel (advisor)
The bachelor thesis is aimed for design and assessment of reinforced concrete locally supported monolithic slab and one selected column of a apartment building on the ultimate limit state. Another point of this work is to develop appropriate drawings. The apartment building has four above ground floors. Assessed slab is located on the second floor a column on the first floor. Internal forces are calculated using software Scia Engineer 2013. The Results of the software are compared with the results of the simplified manual method. The structure is designed according to ČSN EN.
|
|
|
Precast concrete frame construction
Košík, Ondřej ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
The aim of the final thesis is to design and structural design report of selected elements of prefabricated storage hall. Processing of foundation drawing, element composition and for each designed element formwork drawing and reinforcement. It is a single-storey hall, where the main structural system consists of a transversal frame columns and prestressed girder. In this final thesis I designed and structural assessed prestressed girder, reinforced concrete purlin, roof bracing, column, grade beam and foundation pad. The calculation software Scia Engineer is used to calculate the effects of internal forces. The results are compared using a simplified method. The design and structural assessment are made according to valide standards. The designed construction complies with the limit state of ultimate and serviceability.
|
|
|
Reinforced concrete skeleton construction
Prokop, Lukáš ; Ing. Ivana Laníková, Ph.D (referee) ; Šulák, Pavel (advisor)
The bachelor work is aimed on designing of reinforced concrete, monolithic, locally supported floor slabs and fire effects on concrete constructions. Ceiling construction is located on the first floor. Calculation of internal forces is carried out in the Scia Engineer software. There is prepared drawing of the shape and drawing of the ceiling construction. In addition there are mentioned examples of evaluating the effects of fire on concrete constructures.
|
|
|
Reinforced concrete structure of an office buildings
Přikryl, Martin ; Šimůnek, Petr (referee) ; Šulák, Pavel (advisor)
The bachelor project is focused on the design of monolithic reinforced concrete ceiling slab of typical floor of an administrative building. Calculation of internal forces is carried out in a computer software SCIA Engineer with manual verification using the simplifield method. Assessment is done according to Eurocode 2 (ČSN EN 1992-1-1).
|
|
|
Comparison of alternatives house ceiling
Jarmara, Pavel ; Šulák, Pavel (referee) ; Laníková, Ivana (advisor)
Main goal of this bachelor thesis is design, assesment and comparison of two variations on ceilling construction specifically between reinforced concrete slab and system from company Porotherm – beams and floor block Miako. Internar forces are calculated both in Scia Engineer 2013.1 and manually. Secondary goal consists in designing and assessing of reinforced concrete stairway. Drawn design of this suggested construction is included in this thesis.
|
|
|
Concrete skeleton construction
Dvořák, Tomáš ; Novotný,, Petr (referee) ; Šulák, Pavel (advisor)
The master’s thesis is focused on a design of reinforced concrete prefabricated skeleton of the sports hall. Object of the design is internal traverse frame of the hall which consists of reinforced concrete prestressed truss, columns and concrete pile construction of foundation. Thesis includes working-out of static calculation, elaboration drawings of shape, reinforcement of solved elements and evolvement of assembly drawings. The rest of the project parts are not analyzed.
|
|
|
Design and evaluation of selected parts of the concrete object
Orolínová, Andrea ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
The objective of this thesis is to design and to evaluate the static solution of two-way reinforced concrete slab and to design the appropriate reinforcement. In determining the effects of load for calculation of internal forces was used the program Scia Engineer 2013.1 This monolithic reinforced concrete slab above the third floor is the part of residential complex with five floors and two basements serving as garages.
|
|
|
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.
|
|
|
Reinforced concrete structure of a multifunction building
Gregorová, Michaela ; Kostiha, Vojtěch (referee) ; Šulák, Pavel (advisor)
Bachelor thesis is focused on design of two way slab of multiple building, elaborating drawing of shape and reinforcement drawing of solid ceiling tile. Solved ceiling tile is located above 1.NP. Calculation of internal forces is performed by the method of spare continuous beams and compared with results from calculation program SCIA Engineer. Reinforcement drawing are drawn in program AutoCAD with superstructure Recoc. Next part this bachelor deals staircase, which leads from 1.NP to 2.NP, this it is connected to the solved ceiling. Next is assessed internal wall, which is made of brick elements and below it, proposed foundation construction. For calculations has been used norm ČSN EN 1992.
|
|
|
Design of waste water tank
Konečný, Vlastimil ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
Aim of the bachelor's thesis is to design reinforcement for waste water tank. Another part of task is to do examine for limit state of cracks. Tank is examined for Capacity limit state and Applicability limit state - Limit state of cracks. To determine the effects of internal forces is used calculation software Scia Engineer 2011.1. Calculation is performed by two methods. The first method is to assign subsoil with manual calculation and the second one is to assign subsoil layers with module Soilin which generates loads and another parameters. Outputs from the methods of calculation were used for comparison of results and design reinforcement for Capacity limit state and Applicability limit state. According to Applicability limit state – Limit state of cracks is prescribed limitation of cracks width to limit width wk = 0,2 mm by EC 1992-1-1.
|
guest ::
RSS feed.