title: ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÐ¼Ð¸ Ð¿ÐµÑÐµÐºÑÑÑÐ¸ÑÐ¼Ð¸ Ð² Ð³. Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³Ðµ
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: High-rise building of an apartment hotel with cantilever ceilings in St. Petersburg
Creators: name: Ð Ð°Ð·ÑÐ¼Ð¾Ð², 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: 2022
Subjects: ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÐµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ
ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐµ ÑÑ ÐµÐ¼Ñ
Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð½ÐµÑÑÑÐ°Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ
Ð¼ÐµÑÐ°Ð»Ð»Ð¾ÑÐ¼ÐºÐ¾ÑÑÑ
console floor structure
structural scheme
high-rise building
sustaining capacity
specific quantity of metal

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÐ¼Ð¸ Ð¿ÐµÑÐµÐºÑÑÑÐ¸ÑÐ¼Ð¸ Ð² Ð³. Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÐµÂ». ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð°Ð½Ð°Ð»Ð¸Ð·Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÑÐµÐ¼ Ð¿ÑÐ¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ð¸ Ð² Ð°ÑÑÐ¸ÑÐµÐºÑÑÑÐµ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹. ÐÐ°Ð´Ð°ÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ ÑÐµÑÐ°Ð»Ð¸ÑÑ Ð² ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: ÐÐ·ÑÑÐµÐ½Ð¸Ðµ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² ÑÐ°ÑÐ¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ Ð½ÐµÑÑÑÐ¸Ñ Ð±Ð°Ð»Ð¾Ðº Ð¿Ð¾Ð´ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½Ð¾Ð¹ ÑÐ°ÑÑÑÑ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ. ÐÐ½Ð°Ð»Ð¸Ð· Ð¿ÐµÑÐµÐ¼ÐµÑÐµÐ½Ð¸Ð¹ Ð¸ ÑÑÐµÐ±ÑÐµÐ¼Ð¾Ð³Ð¾ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½Ð¾Ð¹ ÑÐ°ÑÑÐ¸ Ð½ÐµÑÑÑÐµÐ³Ð¾ ÐºÐ°ÑÐºÐ°ÑÐ°. ÐÐ½Ð°Ð»Ð¸Ð· Ð¼ÐµÑÐ°Ð»Ð»Ð¾ÑÐ¼ÐºÐ¾ÑÑÐ¸ Ð¸ ÑÐ°ÑÑÐ¾Ð´Ð° Ð±ÐµÑÐ¾Ð½Ð° Ð½Ð° ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÑ ÑÐ°ÑÑÑ Ð½ÐµÑÑÑÐµÐ³Ð¾ ÐºÐ°ÑÐºÐ°ÑÐ°. ÐÐ½Ð°Ð»Ð¸Ð· Ð¿ÐµÑÐµÐ¼ÐµÑÐµÐ½Ð¸Ð¹ Ð¿ÑÐ¸ ÑÑÑÑÐµ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² Ð½ÐµÑÑÑÐµÐ³Ð¾ ÐºÐ°ÑÐºÐ°ÑÐ°. Ð Ð°ÑÑÑÑ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÑÐ½ Ñ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸ÐµÐ¼ ÐÐ SCAD Office 21.1.9.5. ÐÐ»Ñ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð±ÑÐ»Ð¸ Ð²ÑÐ±ÑÐ°Ð½Ñ 4 Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° ÑÐ°ÑÐ¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ Ð±Ð°Ð»Ð¾Ðº Ð¿Ð¾Ð´ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½Ð¾Ð¹ ÑÐ°ÑÑÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ. ÐÑÐ¸ Ð°Ð½Ð°Ð»Ð¸Ð·Ðµ Ð¼ÐµÑÐ°Ð»Ð»Ð¾ÑÐ¼ÐºÐ¾ÑÑÐ¸ Ð¸ ÑÐ°ÑÑÐ¾Ð´Ð° Ð±ÐµÑÐ¾Ð½Ð° ÑÑÐ¸ÑÑÐ²Ð°Ð»Ð¸ÑÑ ÑÐ¾Ð»ÑÐºÐ¾ ÑÑÐµÐ¼Ñ, ÑÐ´Ð¾Ð²Ð»ÐµÑÐ²Ð¾ÑÑÑÑÐ¸Ðµ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸ÑÐ¼ Ð¿Ð¾ Ð¿ÑÐ¾Ð³Ð¸Ð±Ð°Ð¼. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð±ÑÐ»Ð° Ð²ÑÐ±ÑÐ°Ð½Ð° Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð°Ñ ÑÑÐµÐ¼Ð° ÑÐ°ÑÐ¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ Ð½ÐµÑÑÑÐ¸Ñ Ð±Ð°Ð»Ð¾Ðº Ð¿Ð¾Ð´ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½Ð¾Ð¹ ÑÐ°ÑÑÑÑ Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½Ð¾Ð³Ð¾ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ.Â 
description: The subject of the graduate qualification work is âHigh-rise building of an apartment hotel with cantilever ceilings in St. Petersburgâ. The given work is devoted to the analysis of structural schemes when using cantilever ceilings in the architecture of a high-rise building. Tasks that were solved during the study: Study of options for the location of load-bearing beams under the cantilever part of the reinforced concrete floor. Analysis of displacements and required reinforcement of the cantilever part of the supporting frame. Analysis of the metal consumption and consumption of concrete on the cantilever part of the supporting frame. Analysis of displacements when taking into account the reinforcement of reinforced concrete elements of the supporting frame. The calculation was performed using the SCAD Office PC 21.1.9.5. 4 variants of the location of the beams under the cantilever part of the ceiling were selected for analysis. When analyzing the metal consumption and consumption of concrete, only schemes that meet the requirements for deflections were taken into account. As a result, the most optimal arrangement of the load-bearing beams under the cantilever part of the monolithic reinforced concrete floor was chosen.