title: ÐÐ´Ð°Ð½Ð¸Ðµ Ð¾Ð±ÑÐµÐ¶Ð¸ÑÐ¸Ñ ÑÐ¾ ÑÑÐ°Ð»ÑÐ½ÑÐ¼ ÐºÐ°ÑÐºÐ°ÑÐ¾Ð¼ 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° ÑÐ¿ÐµÑÐ¸Ð°Ð»Ð¸ÑÑÐ°
titleType: Subtitle
title: Dormitory building with a steel frame in St. Petersburg
Creators: name: ÐÐ¸ÐºÐ¸ÑÐ¸Ð½Ð°, ÐÑÐµÐ½Ð¸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: ÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ ÐºÐ°ÑÐºÐ°Ñ
Ð·Ð´Ð°Ð½Ð¸Ðµ Ð¾Ð±ÑÐµÐ¶Ð¸ÑÐ¸Ñ
Ð¼ÐµÑÐ°Ð»Ð»Ð¸ÑÐµÑÐºÐ¸Ðµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
ÑÐ·Ð»Ñ ÑÑÐ°Ð»ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹
ÑÐ°ÑÑÐµÑ ÑÐ·Ð»Ð¾Ð²
steel frame
hostel building
metal structures
metal structure units
calculation of units

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð²ÑÐ±Ð¾ÑÑ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¿Ð¾Ð´ÑÐ¾Ð´Ð° ÑÐ°ÑÑÐµÑÐ° ÑÐ·Ð»Ð¾Ð² ÑÑÐ°Ð»ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹. Ð¦ÐµÐ»Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ â Ð¿Ð¾Ð²ÑÑÐµÐ½Ð¸Ðµ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ ÑÐ°ÑÑÐµÑÐ° ÑÐ·Ð»Ð¾Ð² ÑÑÐ°Ð»ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹. ÐÐ°Ð´Ð°ÑÐ¸, Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½ÑÐµ Ð² ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: â¢ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð·Ð´Ð°Ð½Ð¸Ñ; â¢ Ð¿ÑÐµÐ´Ð²Ð°ÑÐ¸ÑÐµÐ»ÑÐ½ÑÐ¹ ÑÐ°ÑÑÐµÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸. â¢ Ð»Ð¾ÐºÐ°Ð»ÑÐ½ÑÐ¹ ÑÐ°ÑÑÐµÑ Ð¶ÐµÑÑÐºÐ¾Ð¹ Ð±Ð°Ð·Ñ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ Ð½Ð°Ð³ÑÑÐ¶ÐµÐ½Ð½Ð¾Ð¹ Ð´Ð²ÑÑÐ°Ð²ÑÐ¾Ð²Ð¾Ð¹ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ Ð² ÐÐÐ Ð-Ð¡ÐÐÐ , SCAD Office Ð¸ IDEA StatiCa Connection. â¢ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð². Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÐ°Ð±Ð¾ÑÑ ÑÐ´ÐµÐ»Ð°Ð½ Ð²ÑÐ²Ð¾Ð´ â Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ðµ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ñ IDEA StatiCa Connection Ð´Ð»Ñ ÑÐ°ÑÑÐµÑÐ° ÑÐ·Ð»Ð¾Ð² Ð¼ÐµÑÐ°Ð»Ð»Ð¸ÑÐµÑÐºÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ ÑÐ²Ð»ÑÐµÑÑÑ ÑÑÑÐµÐºÑÐ¸Ð²Ð½ÑÐ¼ ÑÐµÑÐµÐ½Ð¸ÐµÐ¼ Ð¿ÑÐ¸ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ð¸ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ ÑÐ°Ð·Ð»Ð¸ÑÐ½Ð¾Ð³Ð¾ Ð½Ð°Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ: â¢ Ð·Ð° ÑÑÐµÑ ÑÐ¿ÑÐ¾ÑÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÑÐµÑÑÐ° Ð¿Ð¾ÑÑÑÐ¾ÐµÐ½Ð¸Ñ ÑÐ°ÑÑÑÑÐ½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸, Ð¿ÑÐ¾Ð²ÐµÑÐºÐ° ÑÑÐ°Ð»ÑÐ½ÑÑ ÑÐ·-Ð»Ð¾Ð² ÑÐ°Ð·Ð»Ð¸ÑÐ½Ð¾Ð¹ ÐºÐ¾Ð½ÑÐ¸Ð³ÑÑÐ°ÑÐ¸Ð¸ Ð² ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²Ð¸Ð¸ Ñ Ð½Ð¾ÑÐ¼Ð°Ð¼Ð¸ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð° Ð²ÑÐµÐ³Ð¾ Ð·Ð° Ð½ÐµÑÐºÐ¾Ð»ÑÐºÐ¾ Ð¼Ð¸Ð½ÑÑ; â¢ ÑÐ¿ÑÑÐ³Ð¾Ð¿Ð»Ð°ÑÑÐ¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ°ÑÑÑÑ ÑÐ·Ð»Ð° ÑÐ¾ÑÐ¼Ð¸ÑÑÐµÑ Ð±Ð¾Ð»ÐµÐµ ÑÐ¾ÑÐ½Ð¾Ðµ Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÐµÐ½Ð¸Ðµ Ð¾ ÐµÐ³Ð¾ Ð½Ð°Ð¿ÑÑÐ¶ÑÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð¼ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ð¸; â¢ ÑÐµÑÐ½Ð°Ñ ÑÐ²ÑÐ·Ñ Ñ BIM ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸ÑÐ¼Ð¸ Ð¸ Ð´ÑÑÐ³Ð¸Ð¼Ð¸ ÑÐ°ÑÑÐµÑÐ½ÑÐ¼Ð¸ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ°Ð¼Ð¸ ÑÐ¿ÑÐ¾ÑÐ°ÐµÑ Ð¾Ð±-Ð¼ÐµÐ½ Ð´Ð°Ð½Ð½ÑÐ¼Ð¸ Ð¼ÐµÐ¶Ð´Ñ ÑÐ¿ÐµÑÐ¸Ð°Ð»Ð¸ÑÑÐ°Ð¼Ð¸.
description: This work is devoted to the choice of the optimal approach for calculating the nodes of metal structures. The purpose of the study is to increase the efficiency of calculating the nodes of steel structures Objectives set during the study: â¢ modeling of building structures; â¢ preliminary design calculation. â¢ local calculation of the rigid base of the most loaded I-column in LIRA-SAPR, SCAD Of-fice and IDEA StatiCa Connection. â¢ analysis of the results obtained. As a result of the work, it was concluded that the use of the IDEA StatiCa Connection pro-gram for calculating the nodes of metal structures is an effective solution for the design of buildings and structures for various purposes: â¢ due to the simplified process of building a design model, checking steel assemblies of various configurations in accordance with the standards is possible in just a few minutes; â¢ elastoplastic calculation of the node forms a more accurate representation of its stress-strain state; â¢ close connection with BIM technologies and other calculation systems simplifies the exchange of data between specialists.