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	The bridge construction in Droužkovice - project planning and management Stloukal, Radim ; Štěpán, Richard (referee) ; Motyčka, Vít (advisor) The subject of this thesis is technological projet of a bridge construction over R7 in the municipality Droužkovice. The presstressed superstructure is 63,20m long. As a part of this thesis is enclosed the technological report, site equipment, financial and time schedule of the main construction object, technological prescription of superstructure, the control and test plan, technological regulations. Detailed record
	Static solution of bridge on the highway Jánovce-Jablonov Darebníček, Pavel ; Šopík, Leonard (referee) ; Zich, Miloš (advisor) The subject of Diploma thesis is the design of bridge on the highway Jánovce - Jablonov and his static solution. Selected variant is made from four span 34+44+44+34m and supporting structure consist of monolithic two beams of prestressed concrete. Height of cross section is over the whole lenght of the bridge constant. Each beams will be built on sliding formwork. The design of supporting structure is made according to limit states, including addressing timing analysis. Calculation of the effects of loading is made by software and reviews are calculated by hand according to Eurocode. Detailed record
	The bridge construction in Droužkovice - project planning and management Stloukal, Radim ; Štěpán, Richard (referee) ; Motyčka, Vít (advisor) The subject of this thesis is technological projet of a bridge construction over R7 in the municipality Droužkovice. The presstressed superstructure is 63,20m long. As a part of this thesis is enclosed the technological report, site equipment, financial and time schedule of the main construction object, technological prescription of superstructure, the control and test plan, technological regulations. Detailed record
	Static solution of bridge on the highway Jánovce-Jablonov Darebníček, Pavel ; Šopík, Leonard (referee) ; Zich, Miloš (advisor) The subject of Diploma thesis is the design of bridge on the highway Jánovce - Jablonov and his static solution. Selected variant is made from four span 34+44+44+34m and supporting structure consist of monolithic two beams of prestressed concrete. Height of cross section is over the whole lenght of the bridge constant. Each beams will be built on sliding formwork. The design of supporting structure is made according to limit states, including addressing timing analysis. Calculation of the effects of loading is made by software and reviews are calculated by hand according to Eurocode. Detailed record

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