Repository landing page
Prestressed bridge in Velké Pavlovice
Abstract
The subject of this thesis is to design a bridge construction over the river Trkmanka in the municipality Velké Pavlovice. The superstructure is designed as a prestressed one field slab bridge with the length of 16,85m. As a part of this thesis there is enclosed structural analysis calculated accordingly to ČSN EN 1992-1-1. The load effects were calculated by Scia Engineer and compared with manual calculation. The rest of the calculations are done manually and ocassionally compared to engineering software. The construction has been analysed for the ultimate limit state, serviceability limit state and the stress anchors have been designed- info:eu-repo/semantics/bachelorThesis
- ultimate limit state; dlouhodobé ztráty předpětí; mezní stav únosnosti; kotvení; o jednom poli; instantaneous losses of prestress; předpjatý beton; slab bridge; one field; deskový most; serviceability limit state; krátkodobé ztráty předpětí; time-dependent losses of prestress; prestressed concrete; mezní stav použitelnosti; stress anchors
Similar works
Full text
Last time updated on 10/08/2016
This paper was published in National Repository of Grey Literature.
Having an issue?
Is data on this page outdated, violates copyrights or anything else? Report the problem now and we will take corresponding actions after reviewing your request.