title: Ð Ð°ÑÑÐµÑ ÐºÐ¾Ð½ÑÐ¾Ð»Ð¸ Ð²ÑÐ»ÐµÑÐ¾Ð¼ 24 Ð¼ Ð² Ð·Ð´Ð°Ð½Ð¸Ð¸ Ð¼Ð°Ð»Ð¾ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ°
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: Calculation of the cantilever with an outreach of 24 m in the low-rise business-centre building
Creators: name: ÐÐµÐ¼Ð¸Ð´ÐµÐ½ÐºÐ¾, ÐÐ½Ð°ÑÑÐ°ÑÐ¸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: ÐºÐ¾Ð½ÑÐ¾Ð»Ñ
Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
ÑÑÐ°Ð»ÑÐ½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
ÑÐ°ÑÑÐµÑÐ½Ð°Ñ Ð¼Ð¾Ð´ÐµÐ»Ñ
Ð²ÑÐ±Ð¾Ñ Ð¿ÑÐ¾ÐµÐºÑÐ½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹
SCAD Soft
Autodesk Revit
cantilever
reinforced concrete constructions
steel constructions
calculation model
choice of a design decision

description: Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ ÑÐ°ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°ÐµÑÑÑ Ð²ÑÐ±Ð¾Ñ Ð¸ ÑÐ°ÑÑÐµÑ Ð½ÐµÑÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½Ð¾Ð³Ð¾ Ð²ÑÑÑÑÐ¿Ð° Ð·Ð´Ð°Ð½Ð¸Ñ Ð¼Ð°Ð»Ð¾ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ð¿Ð¾Ð´ Ð´ÐµÐ¹ÑÑÐ²Ð¸ÐµÐ¼ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð´Ð»Ñ Ð¿ÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ð½Ð¾Ð¹ ÐºÐ¾Ð½ÑÐµÐ¿ÑÐ¸Ð¸ Ð² ÑÐ¾ÑÐ¼Ð°ÑÐµ *.rfa. Ð ÑÐ¾Ð´Ðµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ ÑÐµÑÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: 1) Ð°Ð½Ð°Ð»Ð¸Ð· ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ñ Ð¿ÑÐ¾ÐµÐºÑÐ¾Ð² Ð¸ Ð¿Ð¾ÑÑÑÐ¾ÐµÐ½Ð¸Ðµ Ð°Ð½Ð°Ð»Ð¸ÑÐ¸ÑÐµÑÐºÐ¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸; 2) ÑÐ°ÑÑÐµÑ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð½Ð° Ð¿ÑÐ¸Ð»Ð¾Ð¶ÐµÐ½Ð½ÑÐµ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸; 3) Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐ°ÑÑÐµÑÐ¾Ð² Ð¿Ð¾ Ð´Ð²ÑÐ¼ Ð³ÑÑÐ¿Ð¿Ð°Ð¼ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÑ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ð¹, ÐºÐ¾ÑÑÐµÐºÑÐ¸ÑÐ¾Ð²ÐºÐ° ÐºÐ¾Ð½ÐµÑÐ½Ð¾-ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ½Ð¾Ð¹ ÑÑÐµÐ¼Ñ; 4) Ð²ÑÐ±Ð¾Ñ Ð¸ÑÐ¾Ð³Ð¾Ð²Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ. Ð ÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ñ Ð¿ÑÐ¾ÐµÐºÑÐ½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½Ð¾Ð¹ ÑÐ°ÑÑÑÑ Ð¿Ð¾ÐºÐ°Ð·Ð°Ð»Ð¸, ÑÑÐ¾ Ð´Ð»Ñ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð²Ð¸Ð´Ð° Ð³ÐµÐ¾Ð¼ÐµÑÑÐ¸Ð¸ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð° ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ ÐºÐ°ÑÐºÐ°ÑÐ° Ð¸ ÑÑÐ°Ð»ÑÐ½ÑÑ ÑÐµÑÐ¼. ÐÐ¾Ð»ÑÑÐµÐ½Ð½Ð°Ñ Ð¿ÑÐµÐ´Ð²Ð°ÑÐ¸ÑÐµÐ»ÑÐ½Ð°Ñ Ð°Ð½Ð°Ð»Ð¸ÑÐ¸ÑÐµÑÐºÐ°Ñ Ð¼Ð¾Ð´ÐµÐ»Ñ Ð¸Ð· Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð³Ð¾ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ° Autodesk Revit 2021 Ð±ÑÐ»Ð° ÑÐ°ÑÑÑÐ¸ÑÐ°Ð½Ð° Ð² ÐÐ SCAD ++ Ð¿Ð¾Ð´ Ð´ÐµÐ¹ÑÑÐ²Ð¸ÐµÐ¼ Ð¿Ð¾ÑÑÐ¾ÑÐ½Ð½ÑÑ, Ð´Ð»Ð¸ÑÐµÐ»ÑÐ½ÑÑ Ð¸ ÐºÑÐ°ÑÐºÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½ÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº. ÐÐ¾Ð»ÑÑÐµÐ½Ð½ÑÐµ Ð¿ÑÐ¾Ð³Ð¸Ð±Ñ Ð¸ Ð¿ÐµÑÐµÐ¼ÐµÑÐµÐ½Ð¸Ñ Ð²ÑÑÐ²Ð¸Ð»Ð¸ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ Ð¿ÑÐ¾Ð±Ð»ÐµÐ¼Ð½ÑÐµ ÑÑÐ°ÑÑÐºÐ¸ ÑÑÐµÐ¼Ñ. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð¿Ð¾ÑÑÐ°Ð¿Ð½Ð¾Ð³Ð¾ Ð´Ð¾Ð±Ð°Ð²Ð»ÐµÐ½Ð¸Ñ Ð½Ð¾Ð²ÑÑ Ð½ÐµÑÑÑÐ¸Ñ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð², Ð° ÑÐ°ÐºÐ¶Ðµ Ð·Ð°Ð¼ÐµÐ½Ñ Ð¶ÐµÑÑÐºÐ¾ÑÑÐ½ÑÑ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸Ðº Ð¸ÑÐ¿Ð¾Ð»ÑÐ·ÑÐµÐ¼ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ ÑÐ´Ð°Ð»Ð¾ÑÑ Ð´Ð¾ÑÑÐ¸ÑÑ Ð¸ÑÐ¾Ð³Ð¾Ð²Ð¾Ð¹ ÑÑÐµÐ¼Ñ, ÑÐ´Ð¾Ð²Ð»ÐµÑÐ²Ð¾ÑÑÐ²ÑÐµÐ¹ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸ÑÐ¼ Ð´Ð²ÑÑ Ð³ÑÑÐ¿Ð¿ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÑ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ð¹, ÐºÐ¾ÑÐ¾ÑÐ°Ñ Ð¼Ð¾Ð¶ÐµÑ Ð½Ð°Ð¹ÑÐ¸ Ð¿ÑÐ°ÐºÑÐ¸ÑÐµÑÐºÐ¾Ðµ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ðµ Ð¿ÑÐ¸ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ðµ ÑÐ½Ð¸ÐºÐ°Ð»ÑÐ½ÑÑ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ñ Ð¿Ð¾ÑÐ¾Ð¶ÐµÐ¹ Ð¿ÑÐ¾ÑÑÑÐ°Ð½ÑÑÐ²ÐµÐ½Ð½Ð¾Ð¹ Ð³ÐµÐ¾Ð¼ÐµÑÑÐ¸ÐµÐ¹ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½Ð¾Ð¹ ÑÐ°ÑÑÐ¸.
description: This work is devoted to the choice and calculation of the bearing constructions of cantilever structure in the low-rise business-centre building under different loads for proposed conception for Autodesk Revit 2021 in *.rfa-format. There were solved the following tasks during the work: 1) analysis of existing projects and generation of an analytical model; 2) calculation of the model under applied loads; 3) stress and strain analysis of calculations, correction of the finite-element scheme; 4) selection of the final project solution. The results of the analysis of the existing design solutions of buildings with a cantilevered part showed that for the generation of this type of geometry, we should make reinforced concrete frame and steel trusses work together. The obtained preliminary analytical model from the Autodesk Revit 2021 software package was calculated in the SCAD ++ program under the action of the dead, imposed and other loads. The obtained subsidence and deflections revealed the most problematic areas of the scheme. With the gradual addition of new bearing elements and the replacement of the rigidity characteristics of the used structures, we achieved a final scheme. It met all the stress and strain requirements and could find practical application in the construction of unique buildings with a similar spatial geometry of the cantilevered part.