| Issue |
MATEC Web Conf.
Volume 117, 2017
RSP 2017 – XXVI R-S-P Seminar 2017 Theoretical Foundation of Civil Engineering
|
|
|---|---|---|
| Article Number | 00078 | |
| Number of page(s) | 6 | |
| DOI | https://doi.org/10.1051/matecconf/201711700078 | |
| Published online | 24 July 2017 | |
Some features of calculation of the reinforced concrete bent elements and economic assessment of design
Moscow state university of civil engineering, Yaroslavskoye shosse, 26, Moscow, Russia, 129337
* Corresponding author: asmik1985@mail.ru
At the design stage of the reinforced concrete bent elements, and also at their strengthening by method of accumulation of section, it is necessary to aspire to that the settlement strain-stress distribution of an element corresponded to actual. Importance of this circumstance is that their discrepancy can lead to increase in both economic, and not economic risks at exploitation of construction. In this article some features of calculation which are directly influencing profitability during creation new or strengthening of the rod-shaped bending structure are considered.
© The Authors, published by EDP Sciences, 2017
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