BEARING CAPACITY OF STEEL REINFORCED CONCRETE SINGLE-SPAN EXPLOITED FLEXURAL MEMBERS

Authors

  • М. Ю. ИЗБАШ

Abstract

Substantiates the direct design method developed by strengthening the local way of operating beams prestressing realized renovation projects in Kharkiv, describes features of a manual screw jack reduction efforts, and recommendations on the choice of prestressing steel.

 

How to Cite

(2013). BEARING CAPACITY OF STEEL REINFORCED CONCRETE SINGLE-SPAN EXPLOITED FLEXURAL MEMBERS. Municipal Economy of Cities, (99), 424–430. Retrieved from https://khg.kname.edu.ua/index.php/khg/article/view/761