title: ÐÐ´Ð°Ð½Ð¸Ðµ Ð°Ð¿Ð°ÑÑÐ°Ð¼ÐµÐ½Ñ-Ð¾ÑÐµÐ»Ñ Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÐ¼ Ð±Ð°ÑÑÐµÐ¹Ð½Ð¾Ð¼ 21 Ð¼
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° ÑÐ¿ÐµÑÐ¸Ð°Ð»Ð¸ÑÑÐ°
titleType: Subtitle
title: The building of an apartment hotel with a cantilever pool of 21 m
Creators: name: Ð¡Ð¼Ð°Ð»ÑÐºÐ¾Ð², ÐÐ»ÐµÐºÑÐµÐ¹
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2024
Subjects: Ð°Ð¿Ð°ÑÑÐ°Ð¼ÐµÐ½Ñ-Ð¾ÑÐµÐ»Ñ
Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð°Ñ Ð±Ð°Ð»ÐºÐ°
Ð¾Ð¿ÑÐ¸Ð¼Ð¸Ð·Ð°ÑÐ¸Ñ ÑÐµÑÐµÐ½Ð¸Ñ
ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½Ð°Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ
ÐºÐ¾Ð½ÑÐ¾Ð»Ñ
Ð²ÑÐ»ÐµÑ
ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÐ¹ Ð±Ð°ÑÑÐµÐ¹Ð½
apartment-hotel
reinforced concrete beam
section optimization
cantilever structure
console
overhang
cantilever pool

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description: In this project, an apartment building with a cantilevered pool structure was designed. The pool is supported by two parallel, reinforced concrete beams that span 21 meters. The project was developed in accordance with the design specifications and current regulatory requirements. The composition of the sections of design solutions developed as part of this work meets the requirements of Government Decree â87, dated February 16, 2008, "On the Composition of Sections of Project Documentation and Requirements for Their Content." The paper presents 11 sections of project documentation, including explanatory notes and graphics. In the research part, a selection and calculation of four design options for cantilever beams was carried out. Based on the results of the structural calculation and the selection of the necessary reinforcement, technical and economic indicators for each design variant were provided. During the comparison of the technical and economic indicators established in the work, an optimal version of the reinforced concrete cantilever beam was determined, which minimized material costs. It was found that the optimal configuration of the cantilever beams, in accordance with the architectural concept, has a thickness of 550 mm at a height of 4.2 meters and is made from concrete of class B60. By choosing this option, savings on materials are 18.4% (compared to the first version) and 30.8% (compared to the second version). The construction of the calculation model in SCAD++ is based on a digital information model created using Autodesk Revit 2022 software. The graphic part, which includes the schematic diagrams for the reinforcement of the cantilever beams and their specifications, was created using Autodesk AutoCAD 2023.