On the issue of calculations of reinforced concrete structures under the action of bending moments, longitudinal and transverse forces according to SP 63.13330.2018

Author:

Zenin S. A.1

Affiliation:

1. Research Institute of Concrete and Reinforced Concrete (NIIZNB) named after A.A. Gvozdev, JSC Research Center of Construction

Abstract

The article provides answers to questions on the instructions of SP 63.13330.2018 on the design of concrete and reinforced concrete structures, most often received by the developers of the set of rules from its users. The range of issues related to the instructions of the set of rules for calculating the strength of normal and inclined sections of reinforced concrete structures and for calculating their crack resistance is considered. Answers to the questions of users of the set of rules are presented, explanations of its individual instructions are given, and for some instructions, recommendations are given for their implementation.

Publisher

Joint Stock Company Research Center of Construction

Reference10 articles.

1. SP 63.13330.2018. Concrete and reinforced concrete structures. General provisions. Updated version of SNiP 52-01-2003. Moscow; 2018. (In Russian).

2. Zenin S., Sharipov R., Kudinov O. On the issue of estimating the effective length of non-centrally compressed reinforced concrete elements. Vestnik NIC Stroitel’stvo [Bulletin of Science and Research Center of Construction]. 2021, no. 3 (30), pp. 17–29. (In Russian). DOI: https://doi.org/10.37538/2224-9494-2021-3(30)-17-29. EDN: TDOMYX

3. SP 430.1325800.2018. Monolithic structural systems. Design rules. Moscow: Standartinform Publ.; 2019. (In Russian).

4. SP 311.1325800.2017. High strength concrete and reinforced high strength concrete structures. Design guidline. Moscow: Standartinform Publ.; 2018. (In Russian).

5. SP 360.1325800.2017. Steel fiber reinforced concrete structures. Design rules. Moscow: Standartinform Publ.; 2018. (In Russian).

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