RESEARCH OF STRENGTH AND DEFORMATIVITY OF PRESTRESSED MULTI-SPAN BEAM OF LENGTH 18 m UNDER DIFFERENT LOADING MODES
The paper presents only some problems of design and constraction of the bridge. The aim of the experimental study is to establish the behavior peculiarities of multi-span structure under the external static loading. The development of structure calculation methods for multispan reinforced concrete while taking into count the stages of its work is necessary to increase the effectiveness and widespread use of it. Improvement of structure calculation methods is an important problem.