Návrh ocelobetonového mostu s horní mostovkou s využitím ztraceného železobetonového bednění

Abstract

This diploma thesis deals with the design and assessment of bridge structure SO 221 – Bridge on the relocated road III/0483 over the railway line. The main focus is on the composite steel-concrete load-bearing structure and its numerical model in MIDAS Civil NX. The model includes construction stages, composite action between steel and concrete, loading, temperature effects and reduced stiffness of the deck in support regions. Based on the results, selected checks of the steel girders, reinforced concrete deck and shear connection were carried out.