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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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Reinforced concrete structure for grain hopper
Jakubcová, Hana ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The subject of this bachaleor‘s thesis is a design and structural assessment of reinforced concrete structure for grain hopper. The structure is located for most part in the ground and is supported by one wall against the underground wall of the mill. Walls are connected by a hole for the pipe, which is using for transport grain to the mill. Designing are walls and bottom of the structure. Calculation of load effect was made in SCIA Engineer 18.1, where is made a subsoil using module Soilin. For check the calculation is make by hand calculation on calculation model of one wall.
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Reinforced concrete structure for grain hopper
Jakubcová, Hana ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The subject of this bachaleor‘s thesis is a design and structural assessment of reinforced concrete structure for grain hopper. The structure is located for most part in the ground and is supported by one wall against the underground wall of the mill. Walls are connected by a hole for the pipe, which is using for transport grain to the mill. Designing are walls and bottom of the structure. Calculation of load effect was made in SCIA Engineer 18.1, where is made a subsoil using module Soilin. For check the calculation is make by hand calculation on calculation model of one wall.
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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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