Zobrazeno 1 - 10
of 323
pro vyhledávání: '"Ocelová konstrukce"'
Autor:
Konšel, Adam
The aim of the diploma thesis is a design and an assessment of steel structure of Sports hall. The load-bearing structure consists of arched truss girders. Model dimensions are 55 x 45 m. The arched girders are simply supported to the foundation. The
Externí odkaz:
http://www.nusl.cz/ntk/nusl-455468
Autor:
Sosna, Martin
The thesis deals with the design and structural assessment of the swimming pool object in Dobruška. The solved structure has been chosen of the 2 preliminary variants. The dimensions of the rectangular floor plan are 34,10x40,99 m and the height of
Externí odkaz:
http://www.nusl.cz/ntk/nusl-409843
Autor:
Bystrianská, Kateřina
The diploma thesis deals with the design and assessment of the steel construction of the car showroom in Jihlava. The ground dimensions of the structure are 40,0 x 52,0 m and the height at the highest point is 13,14 m. The supporting structure consis
Externí odkaz:
http://www.nusl.cz/ntk/nusl-392250
Autor:
Drahokoupilová, Nikola
The subject of this thesis is the design and assessment of steel sports hall in the town of Krnov. The main structural material is steel S355JR. The ground plan dimensions of the object is 48,0 metres to 36,0 metres, the height of the object is 16,78
Externí odkaz:
http://www.nusl.cz/ntk/nusl-392198
Autor:
Brodová, Kateřina
The aim of the diploma thesis is design and assessment of steel structure of greenhouse in botanical garden in Ostrava. The building is designed as a hexagon with a diameter 50 m, the highest point of the construction is 32,907 m. Whole structure wil
Externí odkaz:
http://www.nusl.cz/ntk/nusl-392002
Autor:
Kloda, Petr
The aim of the master thesis was a design of the steel-concrete composite road bridge for a main road in Ostrava. The part of the design was a variant design of the bridge which has theoretical spans equal to 44 m + 55 m + 44 m. Total span of the bri
Externí odkaz:
http://www.nusl.cz/ntk/nusl-391963
Autor:
Laža, Matěj
The object of this thesis is to design and assess the roofing of concrete terraces on stadium Za Lužánkami in Brno. Rectangular plan of steel structure is 100x25 m. The main Girders are 5 m apart and are pin-supported. Girders are placed on concret
Externí odkaz:
http://www.nusl.cz/ntk/nusl-391900
Autor:
Plačková, Markéta
This Master´s thesis describes the design and assessment of steel structure of a hangar located in Znojmo. The supporting structure of a hangar is 37,475 m span, 48 m lenght, clear hight at the highest point is 15,5 m. Main construction material is
Externí odkaz:
http://www.nusl.cz/ntk/nusl-372262
Autor:
Hubáček, Ondřej
This diploma thesis deals with design load bearing steel structure of the sport stadium roofing with 67,2 m length and 28,8 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis
Externí odkaz:
http://www.nusl.cz/ntk/nusl-371957
Autor:
Ganglbauer, Tereza
The master thesis focuses on the design of a Load-carrying steel structure of railway bridge with bottom steel deck of the span of 28 + 45 + 23 m. The bridge is situated in the municipality of Třebestovice. Four variants of solution have been calcul
Externí odkaz:
http://www.nusl.cz/ntk/nusl-371925