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Crane Runway of Container Transshipment in Moravský Krumlov
Robotka, David ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The aim of this paper is focuses on the design and to check of a supporting steel structure of an outdoor crane runway for an overhead crane for container manipulation. The structure is located in Moravský Krumlov. The crane with carrying capacity 50/12,5 t, hoisting class of appliance HC3 and claffication of fatigue actious s5 moves on a track. Total length of the runway is 50 m with span of the crane bridge 28,5 m of a total height 13 m above the terrain level. Crane runway beam of the main crane track consists of a welded single symmetric I profile, and is accompanied by trussed surge girder of crane runway beam. Spatial rigidity of the structure is provided by columns in a lateral direction, and by braking bracing in the longitudal direction. The columns are designed as a plate column, in the shape of double symmetric I profile. The load-carrying structures are made from a S355 steel grade, while the columns are made from a S235 steel grade.
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Office Centre
Robotka, David ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
This diploma thesis deals with design of steel structure with composite steel-concrete floor structure of a office building.The building is located in Moravský Krumlov. The Office buidling consist of multi-storey building and an entrance atrium. The total ground plan's dimensions are 52,8m x 48,0m. The multi-storey building has 8 floor. The maximum heigh of the building is 25,32m above ground. The project is designed in two options. For winning variant is including check and it is performed a drawings with design and check assembly details and anchorage.
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Statistiky managementu bobra evropského v ČR
Robotka, David
This bachelor thesis addresses the issue of the number of issued exemptions and the subsequent potential harvest of Eurasian beaver (Castor fiber) throughout the Czech Republic. The information obtained from the regional authorities of the Department of Environment and Landscape was used for the solution. The study showed that already in the first years after the adoption of the Beaver Management Programme, exemptions with hunting permits were issued, but their utilisation in the form of the number of individuals hunted was not high. However, due to the continued expansion of the species and the associated increased damage, this number has increased over time. The main finding is that since 2013, up to the time of data collection, a total of 72 hunting exemptions and 7 general measures have been issued. A total of 235 Eurasian beaver have been hunted, but most of them in the Pilsen region. Paradoxically, more individuals were shot in Zone B, where shooting is allowed only on issued exceptions, than in Zone C, where shooting is unrestricted throughout.
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Office Centre
Robotka, David ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
This diploma thesis deals with design of steel structure with composite steel-concrete floor structure of a office building.The building is located in Moravský Krumlov. The Office buidling consist of multi-storey building and an entrance atrium. The total ground plan's dimensions are 52,8m x 48,0m. The multi-storey building has 8 floor. The maximum heigh of the building is 25,32m above ground. The project is designed in two options. For winning variant is including check and it is performed a drawings with design and check assembly details and anchorage.
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Crane Runway of Container Transshipment in Moravský Krumlov
Robotka, David ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The aim of this paper is focuses on the design and to check of a supporting steel structure of an outdoor crane runway for an overhead crane for container manipulation. The structure is located in Moravský Krumlov. The crane with carrying capacity 50/12,5 t, hoisting class of appliance HC3 and claffication of fatigue actious s5 moves on a track. Total length of the runway is 50 m with span of the crane bridge 28,5 m of a total height 13 m above the terrain level. Crane runway beam of the main crane track consists of a welded single symmetric I profile, and is accompanied by trussed surge girder of crane runway beam. Spatial rigidity of the structure is provided by columns in a lateral direction, and by braking bracing in the longitudal direction. The columns are designed as a plate column, in the shape of double symmetric I profile. The load-carrying structures are made from a S355 steel grade, while the columns are made from a S235 steel grade.
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