DETERMINE CAPACITY OF BEAM REINFORCED CONCRETE SUPERSTRUCTURES OF RAILWAY BRIDGES ON THE BASIS OF INSTRUCTIONS OF THE TsP/0085

Authors

  • V. I. Borshchov Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine
  • K. I. Soldatov Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine

DOI:

https://doi.org/10.15802/stp2004/35998

Keywords:

carrying capacity, railway bridges, ferroconcrete beam span structures

Abstract

The paper considers the main rules of determining the carrying capacity of ferroconcrete beam span structures of
railway bridges on the basis of domestic normative document CP/0085.

Author Biographies

V. I. Borshchov, Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan

V. I. Borshchov

K. I. Soldatov, Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan

K. I. Soldatov 

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Published

2004-08-25

How to Cite

Borshchov, V. I., & Soldatov, K. I. (2004). DETERMINE CAPACITY OF BEAM REINFORCED CONCRETE SUPERSTRUCTURES OF RAILWAY BRIDGES ON THE BASIS OF INSTRUCTIONS OF THE TsP/0085. Science and Transport Progress, (4), 67–73. https://doi.org/10.15802/stp2004/35998

Issue

No. 4 (2004): ISSUE 4

Section

RAILROAD AND ROADWAY NETWORK

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