title: ÐÐ´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ð²ÑÑÐ¾ÑÐ¾Ð¹ 95 Ð¼ 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: The building of a business center with a height of 95 m in St. Petersburg
Creators: name: Ð¡ÐºÐ²Ð¾ÑÑÐ¾Ð², ÐÐ¸ÐºÐ¾Ð»Ð°Ð¹
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: ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
Ð·Ð´Ð°Ð½Ð¸Ñ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ
Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ Ð±Ð°Ð»ÐºÐ¸
Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ ÑÑÐ¾Ð¹ÐºÐ¸
building structures
buildings and structures
reinforced concrete beams
reinforced concrete posts

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÐ´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ð²ÑÑÐ¾ÑÐ¾Ð¹ 95 Ð¼Â Ð² Ð³. Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÐµÂ».Ð¦ÐµÐ»Ñ ÑÐ°Ð±Ð¾ÑÑ Ð·Ð°ÐºÐ»ÑÑÐ°ÐµÑÑÑ Ð² Ð¾ÑÐµÐ½ÐºÐµ Ð¾ÑÐµÐ½ÐºÐ° ÑÐ°Ð±Ð¾ÑÑ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð²Â Ð·Ð´Ð°Ð½Ð¸Ð¸, ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¾Ðµ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð¿ÑÐ¸Ð¼ÐµÐ½ÑÐµÐ¼ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð² Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐµ.ÐÐ°Ð´Ð°ÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ ÑÐµÑÐ¸ÑÑ Ð² ÑÐ¾Ð´Ðµ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ ÑÐ°Ð±Ð¾ÑÑ:1. ÐÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð¾Ð±ÑÐµÐ¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð¿ÑÐ¸ Ð²ÐµÑÐ¾ÑÑÐ½Ð¾ÑÑÐ½Ð¾Ð¼ Ð°Ð½Ð°Ð»Ð¸Ð·Ðµ Ð¿ÑÐ¾ÑÑÑÑÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐ¸ÑÑÐµÐ¼ Ð¸ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐµ ÑÐ¸ÑÑÐµÐ¼Ð½ÑÑ Ð¼Ð¾Ð´ÐµÐ»ÐµÐ¹ Ð°ÑÐ¼Ð°ÑÑÑÐ½ÑÑ Ð¸ Ð±ÐµÑÐ¾Ð½Ð½ÑÑ Ð¸Ð·Ð´ÐµÐ»Ð¸Ð¹;2. ÐÑÐµÐ½Ð¸ÑÑ Ð½Ð°Ð´ÐµÐ¶Ð½Ð¾ÑÑÐ¸ Ð²Ð·Ð°Ð¸Ð¼Ð¾Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹, Ð±Ð°Ð»Ð¾Ðº, ÐºÐ¾Ð»Ð¾Ð½Ð½ Ð¸Â ÑÑÐµÐ½;3. ÐÑÐµÐ½Ð¸ÑÑ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÑ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð´Ð»Ñ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÑÐµÐ¼Ð¾Ð³Ð¾ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ°;4. ÐÑÐµÐ½Ð¸ÑÑ ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÑÑ ÑÐµÐ»ÐµÑÐ¾Ð¾Ð±ÑÐ°Ð·Ð½Ð¾ÑÑÑ.Ð ÑÐ¾Ð´Ðµ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ ÑÐ°Ð±Ð¾ÑÑ ÑÑÐ°Ð²Ð½ÐµÐ½Ñ Ð½ÐµÑÐºÐ¾Ð»ÑÐºÐ¾ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð½ÐµÑÑÑÐ¸Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑÂ Ð±Ð°Ð»Ð¾Ðº Ð¸ ÐºÐ¾Ð»Ð¾Ð½Ð½. ÐÐ° Ð¾ÑÐ½Ð¾Ð²Ñ Ð²Ð·ÑÑÐ¾ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ð´Ð¸Ð¿Ð»Ð¾Ð¼Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ°, Ð² ÐºÐ¾ÑÐ¾ÑÐ¾Ð¼ Ð±ÑÐ´ÑÑÂ Ð·Ð°Ð¼ÐµÐ½ÐµÐ½Ñ Ð¾Ð´Ð½Ð¸ ÑÐµÑÐµÐ½Ð¸Ñ Ð½ÐµÑÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð½Ð° Ð´ÑÑÐ³Ð¸Ðµ Ñ ÑÑÑÑÐ¾Ð¼ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ Ð¸Ñ Ð²ÐµÑÐ° Ð½Ð° Ð·Ð´Ð°Ð½Ð¸Ðµ.Â Ð ÑÐ°Ð±Ð¾ÑÐµ ÑÐ°ÑÑÑÐ¸ÑÐ°Ð½Ñ Ð¾ÑÐ´ÐµÐ»ÑÐ½ÑÐµ ÑÐ»ÐµÐ¼ÐµÐ½ÑÑ Ð½ÐµÑÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹: Ð±ÑÐ»Ð¸ Ð¿ÑÐ¸Ð½ÑÑÑ 3Â ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÑÐµÑÐµÐ½Ð¸Ñ ÐºÐ¾Ð»Ð¾Ð½Ð½, Ð¸ 4 ÑÐµÑÐµÐ½Ð¸Ñ Ð´Ð»Ñ Ð±Ð°Ð»Ð¾Ðº. Ð¢Ð°ÐºÐ¶Ðµ Ð±ÑÐ» Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÑÐ½ ÑÐ°ÑÑÑÑ ÑÐ·Ð»Ð¾Ð²Â ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ðµ Ð¿ÑÐ¸Ð½ÑÑÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹.ÐÐ¾ Ð¸ÑÐ¾Ð³Ð°Ð¼ Ð²ÑÐµÑ ÑÐ°ÑÑÑÑÐ¾Ð² Ð±ÑÐ»Ð¸ Ð¿Ð¾Ð»ÑÑÐµÐ½Ñ ÑÐ°ÐºÐ¸Ðµ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸ÐºÐ¸ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð², ÐºÐ°Ðº:Â Ð¿Ð»Ð¾ÑÐ°Ð´Ñ Ð¿Ð¾Ð¿ÐµÑÐµÑÐ½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ, ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐµÑÐµÐ½Ð¸Ñ, Ð¿ÑÐ¾ÑÐµÐ½ÑÂ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ, ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð°ÑÐ¼Ð°ÑÑÑÑ, Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÐµ Ð¿ÑÐ¾Ð³Ð¸Ð±Ñ. ÐÐ° Ð¾ÑÐ½Ð¾Ð²Ðµ ÑÑÐ¸ÑÂ Ð´Ð°Ð½Ð½ÑÑ Ð±ÑÐ»Ð¸ Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ñ Ð¿ÑÐ¸Ð½ÑÑÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ Ð¸ Ð²ÑÐ±ÑÐ°Ð½Ñ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÐ´Ð¾Ð²Ð»ÐµÑÐ²Ð¾ÑÑÑÑÐ¸ÐµÂ Ð¿Ð¾ ÑÑÐ»Ð¾Ð²Ð¸ÑÐ¼ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ¸ Ð¸ Ñ ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¾Ð¹ ÑÐ¾ÑÐºÐ¸ Ð·ÑÐµÐ½Ð¸Ñ.
description: The theme of the final qualifying work: "The building of the business center 95 m highÂ in St. Petersburg."The purpose of the work is to assess the work of reinforced concrete structures in theÂ building, the economic justification of the sections used in the business center.The tasks that need to be solved during the work:1. Use of the general model in probabilistic analysis of simple structural systems anddevelopment of system models of reinforcement and concrete products;2. Assess the reliability of interaction of floor elements, beams, columns and walls;3. Evaluate the possibility of application for the designed business center;4. Assess economic feasibility.During the work, several sections of bearing reinforced concrete beams and columns wereÂ compared. Based on the building of the business center of the diploma project, in which someÂ sections of bearing structures will be replaced by others, taking into account the influence of theirÂ weight on the building.In the work, individual structural elements were calculated: 3 different column sectionsÂ were adopted, and 4 sections for beams. Also, the nodes were calculated to connect the acceptedÂ sections.Based on the results of all calculations, the following characteristics of the elements wereÂ obtained: cross-sectional area, cross-sectional utilization factor, percentage of reinforcement,Â reinforcement utilization factor, limit deflections. Based on these data, the accepted sections wereanalyzed and the most satisfactory ones were selected in terms of strength conditions and from anÂ economic point of view.