title: ÐÐ¾ÑÑÐ¸Ð½Ð¸ÑÐ° Ð²ÑÑÐ¾ÑÐ¾Ð¹ 101,4 Ð¼ÐµÑÑÐ° Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÐ°
titleType: Subtitle
title: Hotel 101.4 meters high with an underground parking
Creators: name: Ð¢ÑÑÐ±ÐºÐ¸Ð½, ÐÐ¸ÑÐ°Ð¸Ð»
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: 2021
Subjects: Ð¶ÐµÑÑÐºÐ¾Ðµ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ
Ð³Ð¸Ð±ÐºÐ°Ñ
Ð°ÑÐ¼Ð°ÑÑÑÐ°
Ð¶ÐµÑÑÐºÐ°Ñ Ð°ÑÐ¼Ð°ÑÑÑÐ°
ÑÐ°ÑÑÐµÑ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ Ð½Ð° Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÑ
ÑÐ²ÐµÐ»Ð»ÐµÑ
ÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ ÑÐµÑÐ´ÐµÑÐ½Ð¸Ðº
Ð³Ð¾ÑÑÐ¸Ð½Ð¸ÑÐ°
Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð°Ñ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ°
ÑÐ½Ð¸ÐºÐ°Ð»ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
rigid column reinforcement
flexible valves
rigid
valves
column strength calculation
channel
steel core
hotel
underground parking
unique building

description: Ð Ð´Ð¸Ð¿Ð»Ð¾Ð¼Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ»Ð° Ð·Ð°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð° 26-ÑÑÐ°Ð¶Ð½Ð°Ñ Ð³Ð¾ÑÑÐ¸Ð½ÑÐ° Ð²ÑÑÐ¾ÑÐ¾Ð¹ 101,4 Ð¼ÐµÑÑÐ°, Ñ Ð´Ð²ÑÑÑÑÐ¾Ð²Ð½ÐµÐ²Ð¾Ð¹ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹ Ð¸ Ð·Ð°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð° ÐºÐ¾Ð»Ð¾Ð½Ð½Ð° ÑÐ¾ ÑÑÐ°Ð»ÑÐ½ÑÐ¼ ÑÐµÑÐ´ÐµÑÐ½Ð¸ÐºÐ¾Ð¼ Ð² Ð²Ð¸Ð´Ðµ Ð´Ð²ÑÑ ÑÐ²ÐµÐ»Ð»ÐµÑÐ¾Ð², Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· Ð½Ð° Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÑ Ñ ÐºÐ¾Ð»Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°ÑÑÑÐ¸ÑÐ°Ð½Ð½Ð¾Ð¹ Ñ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ðµ ÐÐ SCAD. Ð ÑÐ¾Ð´Ðµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ñ Ð¸ ÑÐµÑÐµÐ½Ñ ÑÐ°ÐºÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸, ÐºÐ°Ðº: 1. ÐÑÐ¾Ð²ÐµÑÑÐ¸ ÑÐµÐ¾ÑÐµÑÐ¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ°ÑÑÐµÑ ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð¹ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ Ð¸ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ, Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð¹ Ð´Ð²ÑÑÐ°Ð²ÑÐ¾Ð¼. 2. Ð¡ÑÐ°Ð²Ð½Ð¸ÑÑ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÑ Ð´Ð²ÑÑ ÑÐ¸Ð¿Ð¾Ð² ÐºÐ¾Ð»Ð¾Ð½Ð½, Ð²ÑÑÐ²Ð¸ÑÑ Ð¿ÑÐµÐ¸Ð¼ÑÑÐµÑÑÐ²Ð° Ð¸ Ð½ÐµÐ´Ð¾ÑÑÐ°ÑÐºÐ¸. 3. ÐÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°ÑÑ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÐµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð¿Ð¾ Ð²ÐµÑÑ Ð¸ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾ÐµÐ¼ÐºÐ¾ÑÑÐ¸ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹. ÐÐ° Ð¾ÑÐ½Ð¾Ð²Ðµ Ð¿ÑÐ¾Ð´ÐµÐ»Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ Ð¿Ð¾Ð»ÑÑÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ: - Ð¿Ð¾ ÑÐ°ÑÑÐµÑÐ°Ð¼ Ð¼Ñ Ð¿Ð¾Ð»ÑÑÐ°ÐµÐ¼ Ð²ÑÑÐ¾ÐºÑÑ Ð½ÐµÑÑÑÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ ÑÐµÑÐµÐ½Ð¸Ñ Ð¸Ð· Ð´Ð²ÑÑ ÑÐ²ÐµÐ»Ð»ÐµÑÐ¾Ð² Ð² ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ñ Ð±ÐµÑÐ¾Ð½Ð¾Ð¼, ÐºÐ¾ÑÐ¾ÑÐ°Ñ Ð¼Ð¾Ð¶ÐµÑ Ð±ÑÑÑ ÑÐ²ÐµÐ»Ð¸ÑÐµÐ½Ð° Ð·Ð° ÑÑÐµÑ Ð¿Ð¾Ð´Ð±Ð¾ÑÐ° Ð´ÑÑÐ³Ð¸Ñ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð¶ÐµÑÑÐºÐ¾Ð³Ð¾ ÑÑÐµÑÐ¶Ð½Ñ Ð¸Ð»Ð¸ ÑÐ²ÐµÐ»Ð»ÐµÑÐ°; - ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð°; - ÑÐ½Ð¸Ð¶ÐµÐ½Ð¸Ðµ Ð²ÐµÑÐ° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
description: In the diploma work, a 26-storey hotel with a height of 101.4 meters was designed, with a two-level underground parking lot and a column with a steel core in the form of two channels was designed, a comparative strength analysis was carried out with the column calculated with the PC SCAD program. In the course of the work, the following tasks were set and solved: 1. Conduct a theoretical calculation of a steel-reinforced concrete column and a column reinforced with an I-beam. 2. Compare the parameters of the two types of columns, identify the advantages and disadvantages. 3. Analyze the results obtained in terms of weight and material consumption of the structures obtained. Based on the work done, the following results were obtained: - according to calculations, we obtain a high bearing capacity of the section from two channels in joint work with concrete, which can be increased by selecting other sections of a rigid bar or channel; - effective work in the composition of reinforced concrete; - reducing the weight of the structure