title: ÐÐ½Ð¾Ð³Ð¾ÑÑÐ°Ð¶Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð°Ð¿Ð°ÑÑÐ°Ð¼ÐµÐ½Ñ-Ð¾ÑÐµÐ»Ñ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹ Ð² Ð³. Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³
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: Multi-storey building of an apartment hotel with an underground car park in St. Petersburg
Creators: name: Ð Ð¾Ð³Ð¾Ð·Ð¸Ð½Ð½Ð¸ÐºÐ¾Ð²Ð°, ÐÐ°ÑÑÑ
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: ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ½Ð°Ñ Ð±Ð°Ð»ÐºÐ°
Ð¿ÑÐ¾Ð³Ð¾Ð½
ÐºÐ¾Ð¼Ð±Ð¸Ð½Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð°Ñ Ð±Ð°Ð»ÐºÐ°
Ð¿ÑÐ¾ÑÐ¸Ð»Ð¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÐ¹ Ð½Ð°ÑÑÐ¸Ð»
Ð°Ð¿Ð°ÑÑÐ°Ð¼ÐµÐ½Ñ-Ð¾ÑÐµÐ»Ñ
ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸Ñ
ÑÐ°ÑÑÐµÑÐ½Ð°Ñ Ð¼Ð¾Ð´ÐµÐ»Ñ
composite beam
girt
combined beam
profiled flooring
apartment hotel
composite
design model

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ñ Ð½ÐµÑÑÐµÐ¼Ð½Ð¾Ð¹ Ð¾Ð¿Ð°Ð»ÑÐ±ÐºÐ¾Ð¹ Ð² Ð²Ð¸Ð´Ðµ ÑÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÑÐ¸Ð»Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð½Ð°ÑÑÐ¸Ð»Ð° Ð¿Ð¾ ÑÐ¾ÑÑÐ°Ð²Ð½Ð¾Ð¹ ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ½Ð¾Ð¹ Ð±Ð°Ð»ÐºÐµ Ð² Ð²Ð¸Ð´Ðµ ÑÐ¿Ð°ÑÐµÐ½Ð½ÑÑ ÑÐ²ÐµÐ»Ð»ÐµÑÐ¾Ð². 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: 1. Ð¸Ð·ÑÑÐµÐ½Ð° ÑÑÑÐµÑÑÐ²ÑÑÑÑÑ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÑ Ð»Ð¸ÑÐµÑÐ°ÑÑÑÑ Ð¸ Ð°ÐºÑÑÐ°Ð»ÑÐ½ÑÐµ Ð½Ð°ÑÑÐ½ÑÐµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ; 2. Ð¾ÑÑÑÐµÑÑÐ²Ð»ÐµÐ½ ÑÐ±Ð¾Ñ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð½Ð° ÑÑÐ°Ð´Ð¸Ð¸ Ð¼Ð¾Ð½ÑÐ°Ð¶Ð° Ð¸ ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸; 3. Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½ Ð¿Ð¾Ð´Ð±Ð¾Ñ ÑÐ²ÐµÐ»Ð»ÐµÑÐ¾Ð² Ð½Ð° ÑÑÐ°Ð´Ð¸Ð¸ Ð¼Ð¾Ð½ÑÐ°Ð¶Ð° Ð¸ ÑÐ°ÑÑÐµÑ ÐºÐ¾Ð¼Ð±Ð¸Ð½Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð¹ Ð±Ð°Ð»ÐºÐ¸ Ð½Ð° ÑÑÐ°Ð´Ð¸Ð¸ ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ð¸; 4. Ð¿ÑÐ¾Ð²ÐµÑÐµÐ½Ð° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ Ð¿Ð¾ Ð´Ð²ÑÐ¼ Ð³ÑÑÐ¿Ð¿Ð°Ð¼ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÑ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ð¹; 5. ÑÐ¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð° Ð¼Ð¾Ð´ÐµÐ»Ñ Ð² ÐÐ SCAD Ð¸ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ñ ÑÐ°ÑÑÐµÑÑ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ; 6. ÑÐ´ÐµÐ»Ð°Ð½ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ½Ð¾Ð¹ Ð±Ð°Ð»ÐºÐ¸ Ð¸ Ð±Ð°Ð»ÐºÐ¸ Ð¸Ð· ÑÑÐ°Ð»Ð¸; 7. ÑÐ´ÐµÐ»Ð°Ð½Ñ Ð²ÑÐ²Ð¾Ð´Ñ Ð¾ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ñ. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ Ð¿Ð¾Ð»ÑÑÐµÐ½Ñ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ ÑÐ°ÑÑÐµÑÐ° ÐºÐ¾Ð¼Ð±Ð¸Ð½Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð¹ Ð±Ð°Ð»ÐºÐ¸ Ð¿Ð¾ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸ÑÐ¼ Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐ¸Ñ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÑ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ¾Ð² Ð¸ ÑÐ°ÑÑÐµÑÑ Ð² ÐÐ SCAD, Ð° ÑÐ°ÐºÐ¶Ðµ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¶ÐµÑÑÐºÐ¾ÑÑÐ½ÑÑ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸Ðº ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÑÐ¾ÑÑÐ°Ð²Ð½Ð¾Ð¹ Ð±Ð°Ð»ÐºÐ¸ Ð¸Ð· ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ½Ð¾Ð³Ð¾ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð° Ð¸ Ð¸Ð· ÑÑÐ°Ð»Ð¸.
description: This work is devoted to the design of a reinforced concrete slab with a permanent formwork in the form of a steel profiled flooring on a compound composite beam in the form of paired channels. The tasks that were solved in the course of the study: 1. existing normative literature and relevant scientific research have been studied; 2. the collection of loads was carried out at the stage of installation and operation of the structure; 3. the selection of channels at the stage of installation and calculation of the combined beam at the stage of operation was carried out; 4. the design was checked for two groups of limiting states; 5. compiled a model in PC SCAD and performed calculations in a software package; 6. a comparative analysis of a composite beam and a steel beam was made; 7. conclusions are drawn about the results obtained. As a result of the work, the results of the calculation of the combined beam according to the requirements of the current regulatory documents and calculations in the SCAD PC were obtained, as well as a comparative analysis of the stiffness characteristics of the structure of the composite beam made of composite material and steel.