DETERMINING THE REINFORCEMENT CONSUMPTION OF THE COLUMNS AND BEAMS OF BUILDINGS WITH SWIMMING POOLS OF VOLUMES 168 M³ AND 336 M³ IN THE SLAB SECTIONS USING THE LIRA-SAPR PROGRAM, AND COMPARING THEM IN PERCENTAGES.

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S.Y. Inomjonov
A.A. Khodjaev

Abstract

In this article, the variation in reinforcement consumption in the columns and beams of multi-story reinforced concrete buildings with swimming pools of 168 m³ and 336 m³ located on the roof was analyzed using the LIRA-SAPR PK 9.6 program. A 13-story frame designed for the 9th seismic zone of Uzbekistan was analyzed using the LIRA-SAPR PK 9.6 software. The model simultaneously accounted for the cross-sections of columns and beams, floor heights, the water pressure from rooftop pools, and temporary loads.

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References

1. QMQ 2.01.03–19. Loads and Influences. — Tashkent: Ministry of Construction, 2019.

2. SHNK 2.06.01–07. Concrete and Reinforced Concrete Structures. — Tashkent, 2007.

3. GOST 2.01.03–96. Seismic Zoning and Seismic Effects. — Tashkent, 1996.

4. LIRA-SAPR PK 9.6. Official Manual and Technical Documentation. — Moscow, 2021.

5. A.A. Umurzakov, R.A. Qodirov. Reinforced Concrete Structures. — Tashkent: TADI, 2018.

6. S. Siddiqov. Calculations of Building Structures. — Tashkent, 2020.