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National Repository of Grey Literature 2 records found  Search took 0.01 seconds. 
Design of a one-span slab bridge
 Sobková, Sára ; Tomečka, Petr (referee) ; Nečas, Radim (advisor)
Subject of bachelor thesis is reconstruction of railway bridge on the route from Český Těšín to Ostrava-Svinov in km 6,482. The structure is located in the extraregion. There are two rail routes on the bridge and local road under the bridge. One-span slab reinforced consrete bridge is designed and placed on the rail as a replacement for bearings. the length of the bridge is 6 m. The sffects ot the load are calculated in the programe AxisVM and static calculation are made in the program Mathcad. Bending and shear steel is designed. Serviceability limit state is verified. Also the resistance of steel concrete to cyclic loading is calculated. Steel of the abuntment is designed to reduce the appearence of cracks above the working joint due to ahrinkage. Dynamic coefficient is verified.
Detailed record
Design of a one-span slab bridge
 Sobková, Sára ; Tomečka, Petr (referee) ; Nečas, Radim (advisor)
Subject of bachelor thesis is reconstruction of railway bridge on the route from Český Těšín to Ostrava-Svinov in km 6,482. The structure is located in the extraregion. There are two rail routes on the bridge and local road under the bridge. One-span slab reinforced consrete bridge is designed and placed on the rail as a replacement for bearings. the length of the bridge is 6 m. The sffects ot the load are calculated in the programe AxisVM and static calculation are made in the program Mathcad. Bending and shear steel is designed. Serviceability limit state is verified. Also the resistance of steel concrete to cyclic loading is calculated. Steel of the abuntment is designed to reduce the appearence of cracks above the working joint due to ahrinkage. Dynamic coefficient is verified.
Detailed record

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