EXAMPLE OF CALCULATION OF REINFORCED CONCRETE BEAM SPANS FOR TEMPORARY (A-14 AND NK-100) AND PERMANENT

Authors

  • Radjabov Toxir Yusupovich
  • Ergashev Akbar Turg’unboyevich Senior Teacher of “Road Engineer” Faculty, Transport University of Sate Tashkent
  • Mirzaolimov Ilhomjon Yusufjonovich Senior Teacher of “Road Engineer” Faculty, Transport University of Sate Tashkent
  • Abdulaziz Karshiboev Ikhtior Ugli Assistant of “Road Engineer” Faculty, Transport University of Sate Tashkent

DOI:

https://doi.org/10.17605/OSF.IO/528F6

Keywords:

superstructures, unified, assembled

Abstract

An example of the computation of reinforced concrete beam spans for calculated temporary (A-14 and NK-100) and permanent loads was given in the article. Bridges are built to withstand a variety of loads, each of which consists of a mix of permanent and live loads.

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Published

2022-03-09

Issue

Vol. 9 No. 03 (2022): IJIERT

Section

Articles

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How to Cite

Radjabov Toxir Yusupovich, Ergashev Akbar Turg’unboyevich, Mirzaolimov Ilhomjon Yusufjonovich, & Abdulaziz Karshiboev Ikhtior Ugli. (2022). EXAMPLE OF CALCULATION OF REINFORCED CONCRETE BEAM SPANS FOR TEMPORARY (A-14 AND NK-100) AND PERMANENT. International Journal of Innovations in Engineering Research and Technology, 9(03), 33-38. https://doi.org/10.17605/OSF.IO/528F6