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REINFORCED CONCRETE TANK
Beran, Jakub ; Jeneš, Rostislav (referee) ; Šulák, Pavel (advisor)
The aim of the bachelor thesis is a static design of an reinforcement tank. The internal forces are calculated by FEM programme Scia Engineer 16.1 with a SOILIN modul interacting with a subsoil model. The internal forces are verified by a manual calculation. The load-bearing elements are designed with these forces. The structural assessment report is designed to ultimate limit state and service limite state – service limit state of crack. Another report considers ground water occurring. The static report deals with different time of concreting foundation slab and walls. This is the reason why shrinkage is very important for internal forces and their values. The objective of the project is to design the tank without cracks in concrete. The limit width of cracks is wk= 0,3 mm by EC 1992-1-1.
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Welding of reinforcing steel bars
Bogar, Radek ; Geryk, Pavel (referee) ; Kubíček, Jaroslav (advisor)
Radek Bogar: Welding of reinforcing steel bars Bachelor's degree Bachelor thesis, 2010/2011, FSI VUT Brno, Institute of Engineering Technology, Department of welding and surface treatment, a course in B-STI Mechanical Engineering degree program B3S-P Engineering, May 2011 str. 49, obr. 42, tab. 12, annex 2. This thesis, developed in an undergraduate degree in mechanical engineering, is focused on the manufacture and welding of reinforcing steel bars, especially for individual types of structural welds, welding methods to be used, production testing and evaluation. The work consists of literary studies of the theoretical foundations of the production of concrete and welding steel bars, their design and use for purposes of concrete structures. Part of this work is the suggestion of additional material and WPS.
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Design of structure for football pitch
Popovič, Tomáš ; Sliwka, Pavel (referee) ; Zich, Miloš (advisor)
This diploma thesis deals with the static review of structure for a football pitch. It is crosswise prestressed reinforced sliding plate with variable cross section. Assessment of the elements was done according to limit states. Internal forces from the load effects were calculated using the SW SciaEngineer 2015.1. The elements were assessed by SW Idea StatiCa 6. The main outputs of this static calculation are drawings of the shape and drawings of the reinforcement.
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Design of a Sports Hall
Konečný, Vlastimil ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
Aim of the diploma's thesis is to design selectedelements of sports hall. It is a single-storey object, where the main structural system consists of a frame of columns and prestressed girder. Design of elements is done according to limit states. To determine the effects of internal forces is used computational software Scia Engineer 2008.Outputs from computational software are compared with simplified manual calculation. There’s performed assessment and reinforcement of selected elements. For each element are drawn production drawings and reinforcement drawings. There are also prepared drawings of parts of construction and foundation drawing. Design and evaluation is conducted according to valid standards. The proposed design meets the requirements according to the ultimate and serviceability limit state.
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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.
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REINFORCED CONCRETE TANK
Beran, Jakub ; Jeneš, Rostislav (referee) ; Šulák, Pavel (advisor)
The aim of the bachelor thesis is a static design of an reinforcement tank. The internal forces are calculated by FEM programme Scia Engineer 16.1 with a SOILIN modul interacting with a subsoil model. The internal forces are verified by a manual calculation. The load-bearing elements are designed with these forces. The structural assessment report is designed to ultimate limit state and service limite state – service limit state of crack. Another report considers ground water occurring. The static report deals with different time of concreting foundation slab and walls. This is the reason why shrinkage is very important for internal forces and their values. The objective of the project is to design the tank without cracks in concrete. The limit width of cracks is wk= 0,3 mm by EC 1992-1-1.
|
|
|
Design of structure for football pitch
Popovič, Tomáš ; Sliwka, Pavel (referee) ; Zich, Miloš (advisor)
This diploma thesis deals with the static review of structure for a football pitch. It is crosswise prestressed reinforced sliding plate with variable cross section. Assessment of the elements was done according to limit states. Internal forces from the load effects were calculated using the SW SciaEngineer 2015.1. The elements were assessed by SW Idea StatiCa 6. The main outputs of this static calculation are drawings of the shape and drawings of the reinforcement.
|
|
|
Design of a Sports Hall
Konečný, Vlastimil ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
Aim of the diploma's thesis is to design selectedelements of sports hall. It is a single-storey object, where the main structural system consists of a frame of columns and prestressed girder. Design of elements is done according to limit states. To determine the effects of internal forces is used computational software Scia Engineer 2008.Outputs from computational software are compared with simplified manual calculation. There’s performed assessment and reinforcement of selected elements. For each element are drawn production drawings and reinforcement drawings. There are also prepared drawings of parts of construction and foundation drawing. Design and evaluation is conducted according to valid standards. The proposed design meets the requirements according to the ultimate and serviceability limit state.
|
|
|
Welding of reinforcing steel bars
Bogar, Radek ; Geryk, Pavel (referee) ; Kubíček, Jaroslav (advisor)
Radek Bogar: Welding of reinforcing steel bars Bachelor's degree Bachelor thesis, 2010/2011, FSI VUT Brno, Institute of Engineering Technology, Department of welding and surface treatment, a course in B-STI Mechanical Engineering degree program B3S-P Engineering, May 2011 str. 49, obr. 42, tab. 12, annex 2. This thesis, developed in an undergraduate degree in mechanical engineering, is focused on the manufacture and welding of reinforcing steel bars, especially for individual types of structural welds, welding methods to be used, production testing and evaluation. The work consists of literary studies of the theoretical foundations of the production of concrete and welding steel bars, their design and use for purposes of concrete structures. Part of this work is the suggestion of additional material and WPS.
|
|
|
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.
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