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

Authors

  • Abdulaziz Karshiboev Ikhtior ugli Transport university of sate Tashkent, laziz_22_92@mail.ru Author
  • Bahodir Abzairov Ergashevich Transport university of sate Tashkent Author

Keywords:

superstructures, unified, assembled, in bundles, end beams, protective layer, waterproofing, concrete protective layer, crowd.

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

13-10-2025

Issue

Vol. 1 No. 5 (2025): "Qurilish va arxitektura sohasidagi innovatsion g‘oyalar, integratsiya va tejamkorlik" 2-QISM

Section

Articles

How to Cite

EXAMPLE OF CALCULATION OF REINFORCED CONCRETE BEAM SPANS FOR TEMPORARY (A-14 and NK-100) AND PERMANENT LOADS. (2025). XALQARO ILMIY-AMALIY KONFERENSIYALAR, 1(5), 142-148. https://innoworld.net/index.php/ispconference/article/view/917