title: ÐÐ¾Ð»ÑÑÐµÐ¿ÑÐ¾Ð»ÐµÑÐ½ÑÐ¹ Ð°Ð²Ð¸Ð°ÑÐ¸Ð¾Ð½Ð½ÑÐ¹ Ð°Ð½Ð³Ð°Ñ ÑÐ¾ ÑÑÐ°Ð»ÑÐ½ÑÐ¼ ÐºÐ°ÑÐºÐ°ÑÐ¾Ð¼
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: A large-span aircraft hangar with a steel frame
Creators: name: Ð¡Ð¾Ð»ÑÑÐ½Ð¾Ð², ÐÑÑÐµÐ¼
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: 2023
Subjects: ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
ÑÑÐ°Ð»ÑÐ½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
Ð°Ð²Ð¸Ð°ÑÐ¸Ð¾Ð½Ð½ÑÐ¹ Ð°Ð½Ð³Ð°Ñ
Ð±Ð¾Ð»ÑÑÐµÐ¿ÑÐ¾Ð»ÐµÑÐ½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
construction
steel structures
aircraft hangar
large-span structures

description: Ð¦ÐµÐ»ÑÑ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ðµ Ð´ÐµÑÐ°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ ÑÐ°ÑÑÐµÑÐ° ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² Ð¾Ð¿Ð¾ÑÐ½Ð¾Ð³Ð¾ ÑÐ·Ð»Ð° ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ ÐºÐ¾Ð¼Ð¿Ð¾Ð½ÐµÐ½ÑÐ½ÑÐ¼ Ð¼ÐµÑÐ¾Ð´Ð¾Ð¼ ÐºÐ¾Ð½ÐµÑÐ½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² (ÐÐÐÐ­). Ð ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð±ÑÐ»Ð¸ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: 1. Ð ÑÑÐ½Ð¾Ð¹ ÑÐ°ÑÑÑÑ Ð´Ð²ÑÑ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² Ð¾Ð¿Ð¾ÑÐ½ÑÑ ÑÐ·Ð»Ð¾Ð² ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ; 2. ÐÑÐ±Ð¾Ñ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ Ð¿Ð¾ Ð¼ÐµÑÐ°Ð»Ð»Ð¾ÐµÐ¼ÐºÐ¾ÑÑÐ¸; 3. ÐÐ¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¸ ÑÐ°ÑÑÐµÑ Ð¾Ð¿Ð¾ÑÐ½Ð¾Ð³Ð¾ ÑÐ·Ð»Ð° ÐºÐ¾Ð¼Ð¿Ð¾Ð½ÐµÐ½ÑÐ½ÑÐ¼ Ð¼ÐµÑÐ¾Ð´Ð¾Ð¼ ÐºÐ¾Ð½ÐµÑÐ½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð²; 4. Ð¡ÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÑÑÐ½Ð¾Ð³Ð¾ Ð¸ Ð°Ð²ÑÐ¾Ð¼Ð°ÑÐ¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ ÑÐ°ÑÑÐµÑÐ°. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÐ°Ð±Ð¾ÑÑ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½ Ð¿ÑÐ¾ÐµÐºÑ Ð±Ð¾Ð»ÑÑÐµÐ¿ÑÐ¾Ð»ÐµÑÐ½Ð¾Ð³Ð¾ Ð°Ð²Ð¸Ð°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð³Ð¾ Ð°Ð½Ð³Ð°ÑÐ°, Ð²ÐºÐ»ÑÑÐ°ÑÑÐ¸Ð¹ Ð² ÑÐµÐ±Ñ 11 ÑÐ°Ð·Ð´ÐµÐ»Ð¾Ð², Ð° ÑÐ°ÐºÐ¶Ðµ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¾ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾ Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ñ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² Ð±Ð°Ð·Ñ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ Ð¿ÑÐ¸ ÑÑÑÐ½Ð¾Ð¼ ÑÐ°ÑÑÐµÑÐµ Ð¸ ÑÐ°ÑÑÐµÑÐµ Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ ÐÐÐÐ­. ÐÐ¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¾Ð±Ð½Ð°ÑÑÐ¶ÐµÐ½Ð¾, ÑÑÐ¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ, Ð¿Ð¾Ð»ÑÑÐ°ÐµÐ¼ÑÐµ Ð¿ÑÐ¸ ÑÑÑÐ½Ð¾Ð¼ ÑÐ°ÑÑÐµÑÐµ Ð¸ ÑÐ°ÑÑÑÑÐµ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ, Ð¸Ð¼ÐµÑÑ ÑÐ°ÑÑÐ¾Ð¶Ð´ÐµÐ½Ð¸Ñ Ð´Ð¾ 45%. Ð­ÑÐ¾ ÑÐ²ÑÐ·Ð°Ð½Ð¾ Ñ ÑÐµÐ¼, ÑÑÐ¾ Ð² Ð¾ÑÐ»Ð¸ÑÐ¸Ð¸ Ð¾Ñ ÑÑÑÐ½Ð¾Ð³Ð¾ ÑÐ°ÑÑÐµÑÐ°, Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ ÑÑÐ¸ÑÑÐ²Ð°ÐµÑÑÑ ÑÐ¿ÑÑÐ³Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ, Ð¶ÐµÑÑÐºÐ¾ÑÑÑ Ð¾Ð¿Ð¾ÑÐ½Ð¾Ð¹ ÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ Ð¿Ð»Ð°ÑÑÐ¸Ð½Ñ Ð¸ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð°Ð½ÐºÐµÑÐ¾Ð². ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð´Ð°Ð½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð² ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ»Ð¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð¸Ð½ÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¾Ð½Ð½ÑÐµ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¸ Ð¸ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½ÑÐµ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÑ: Autodesk Revit 2022, Navisworks Manage 2020, Autodesk AutoCAD 2022, ÐÐÐ Ð Ð¡ÐÐÐ  2021, Ð¡Ð¸Ð³Ð¼Ð° ÐÐ, FireCategories 2.20, Sofistik 2022, ÐÐ ÐÐÐ Ð¡Ð¼ÐµÑÐ°, IDEA StatiCa, MS Office.
description: The purpose of the work is to perform a detailed calculation of the elements of the column base assembly by the Component Based Finite Element Method (CBFEM). During the study, the following tasks were performed: 1. Manual calculation of two variants of the column base; 2. Choosing the optimal solution for metal consumption; 3. Modeling and calculation of the column base by the CBFEM; 4. Comparative analysis of manual and automated calculation. As a result of the work, a project of a large-span aircraft hangar was developed, which includes 11 sections, and a study of the stress-strain state of the elements of the column base was carried out during manual calculation and calculation using CBFEM. According to the results of the study, it was found that the results obtained by manual calculation and calculation in the software package have discrepancies of up to 45%. This is due to the fact that, unlike manual calculation, the software package takes into account the elastic work of the concrete base, the rigidity of the support steel plate and the nonlinear work of anchors. To achieve these results, the following software products were used in the work: Autodesk Revit 2022, Navisworks Manage 2020, Autodesk AutoCAD 2022, LIRA SAPR 2021, Sigma PB, FireCategories 2.20, Sofistik 2022, GRAND Smeta, IDEA StatiCa, MS Office.