title: ÐÐ²ÑÐ¾Ð¼Ð°ÑÐ¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÐ¹ ÑÐ°ÑÑÐµÑ ÑÐµÑÐ¼ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð¾Ð´Ð½Ð¾ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ
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: Single storey industrial building ceiling trusses automatic calculation
Creators: name: ÐÐ°Ð»Ð°ÑÐ¾Ð²Ñ, ÐÐ³Ð¾Ñ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
ÑÑÐ°Ð»ÑÐ½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
ÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ ÐºÐ°ÑÐºÐ°Ñ
Ð¿ÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½Ñ ÑÐ°ÑÑÐµÑÐ½Ð¾Ð¹ Ð´Ð»Ð¸Ð½Ñ
Ð¿Ð¾Ð´Ð±Ð¾Ñ ÑÑÐµÑÐ¶Ð½ÐµÐ¹
ÑÐµÑÐ¼Ð° ÑÑÐ°Ð»ÑÐ½Ð°Ñ
ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐ½ÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ
ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ
scad
steel
steel structure
steel frame
industrial building
calculated length factor
rod selection
steel truss
economic decisions
usage coefficient

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° ÑÐ°ÑÑÐµÑÑ ÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð¾Ð´Ð½Ð¾ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ñ ÑÑÐµÑÐ¾Ð¼ Ð·Ð°Ð´Ð°Ð½Ð½ÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð¸ Ð¿Ð¾Ð´Ð±Ð¾ÑÐµ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð¸ ÐºÐ¾Ð½ÑÐ¸Ð³ÑÑÐ°ÑÐ¸Ð¸ ÑÐµÑÐ¼Ñ Ñ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸ÐµÐ¼ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð³Ð¾ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ° SCAD. 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Ð¾ÑÑÑÐ¾ÐµÐ½Ð¸Ðµ ÑÐ°ÑÑÐµÑÐ½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ ÐºÐ°ÑÐºÐ°ÑÐ° Ð·Ð´Ð°Ð½Ð¸Ñ Ð¿Ð¾ Ð¸ÑÑÐ¾Ð´Ð½ÑÐ¼ Ð´Ð°Ð½Ð½ÑÐ¼, Ð²ÐºÐ»ÑÑÐ°ÑÑÐ¸Ð¼: ÑÑÐµÐ¼Ñ ÐºÐ°ÑÐºÐ°ÑÐ°, Ð½Ð°ÑÐ°Ð»ÑÐ½ÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ ÑÑÑÐµÐ¶Ð½ÐµÐ²ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² Ð¸ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ Ð¾Ñ Ð¾Ð³ÑÐ°Ð¶Ð´Ð°ÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹. 2. ÐÑÐ¾Ð²Ð¸Ð´ÐµÐ½Ð¸Ðµ Ð»Ð¸Ð½ÐµÐ¹Ð½Ð¾Ð³Ð¾ ÑÐ°ÑÑÐµÑÐ°, Ð¿Ð¾Ð´Ð±Ð¾Ñ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ ÐÐÐ¡. 3. Ð¡Ð¾Ð·Ð´Ð°Ð½Ð¸Ðµ Ð°Ð»ÑÑÐµÑÐ½Ð°ÑÐ¸Ð²Ð½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð·Ð´Ð°Ð½Ð¸Ñ Ñ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸ÐµÐ¼ Ð¸Ð½Ð¾Ð³Ð¾ ÑÐ¸Ð¿Ð° ÑÐµÑÐ¼ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ. 4. ÐÐ¸Ð½ÐµÐ¹Ð½ÑÐ¹ ÑÐ°ÑÑÐµÑ Ð½Ð¾Ð²Ð¾Ð³Ð¾ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° ÑÑÐµÐ¼Ñ, Ð¿Ð¾Ð´Ð±Ð¾Ñ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ ÐÐÐ¡. 5. Ð¡ÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð¾Ð±Ð¾Ð¸Ñ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² Ð¸ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ ÐºÐ°ÑÐºÐ°ÑÐ° Ð¾Ð´Ð½Ð¾ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ñ ÑÐ¾ÑÐºÐ¸ Ð·ÑÐµÐ½Ð¸Ñ Ð¾Ð±ÑÐµÐ³Ð¾ Ð²ÐµÑÐ° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð¸ ÑÑÐµÐ´Ð½ÐµÐ¹ ÑÐ°ÑÑÐµÑÐ½Ð¾Ð¹ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸ Ð¼ÐµÑÐ°Ð»Ð»Ð¾Ð¿ÑÐ¾ÐºÐ°ÑÐ°. Ð Ð°Ð±Ð¾ÑÐ° Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð° Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¸ ÑÑÑÐµÑÑÐ²ÑÑÑÐµÐ³Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ° Ð½ÐµÐºÐ¾Ð¹ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð¹ Ð¾ÑÐ³Ð°Ð½Ð¸Ð·Ð°ÑÐ¸Ð¸, Ð¿ÑÐµÐ´Ð¾ÑÑÐ°Ð²Ð¸Ð²ÑÐµÐ¹ Ð¸ÑÑÐ¾Ð´Ð½ÑÐµ Ð´Ð°Ð½Ð½ÑÐµ Ð´Ð»Ñ ÑÐµÑÐµÐ½Ð¸Ñ Ð·Ð°Ð´Ð°ÑÐ¸ Ð¿Ð¾ Ð¿Ð¾Ð¸ÑÐºÑ Ð±Ð¾Ð»ÐµÐµ ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐ½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ ÐºÐ°ÑÐºÐ°ÑÐ°. ÐÐ¾ Ð¿ÑÐµÐ´Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½ÑÐ¼ ÑÐµÑÑÐµÐ¶Ð°Ð¼ Ð±ÑÐ»Ð° ÑÐ¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð° Ð¸Ð½ÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ Ð¼Ð¾Ð´ÐµÐ»Ñ Ð¼ÐµÑÐ°Ð»Ð»Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÐºÐ°ÑÐºÐ°ÑÐ° Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ SCAD, Ð·Ð°Ð´Ð°Ð½Ñ Ð³ÑÑÐ¿Ð¿Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² ÑÐ¾Ð³Ð»Ð°ÑÐ½Ð¾ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸ÑÐ¼ Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐ¸Ñ Ð¡Ð 16.13330.2017 Â«Ð¡ÑÐ°Ð»ÑÐ½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸Â», Ð¡Ð 294.1325800.2017 Â«ÐÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÑÑÐ°Ð»ÑÐ½ÑÐµ. ÐÑÐ°Ð²Ð¸Ð»Ð° Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸ÑÂ» Ð¸ Ð¡Ð 20.13330.2016 Â«ÐÐ°Ð³ÑÑÐ·ÐºÐ¸ Ð¸ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸ÑÂ». ÐÐ¾ÑÐ»Ðµ Ð¿Ð¾Ð´Ð±Ð¾ÑÐ° ÑÐµÑÐµÐ½Ð¸Ð¹ ÑÑÑÐµÐ¶Ð½ÐµÐ¹ Ð¼ÐµÑÐ°Ð»Ð»Ð¸ÑÐµÑÐºÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ ÑÑÐµÐ±ÑÐµÐ¼ÑÐ¹ Ð¾Ð±ÑÑÐ¼ Ð¼ÐµÑÐ°Ð»Ð»Ð¾Ð¿ÑÐ¾ÐºÐ°ÑÐ° ÑÐ´Ð°Ð»Ð¾ÑÑ ÑÐ½Ð¸Ð·Ð¸ÑÑ. ÐÐ»Ñ ÑÐ²ÐµÐ»Ð¸ÑÐµÐ½Ð¸Ñ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸ÑÐ½Ð¾ÑÑÐ¸ Ð¸ ÑÐ½Ð¸Ð¶ÐµÐ½Ð¸Ñ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸ Ð¼ÐµÑÐ°Ð»Ð»Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÐºÐ°ÑÐºÐ°ÑÐ° Ð·Ð´Ð°Ð½Ð¸Ñ, Ð±ÑÐ»Ð° ÑÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð° Ð°Ð»ÑÑÐµÑÐ½Ð°ÑÐ¸Ð²Ð½Ð°Ñ ÑÑÐµÐ¼Ð° Ñ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸ÐµÐ¼ Ð´ÑÑÐ³Ð¾Ð³Ð¾ ÑÐ¸Ð¿Ð° ÑÐµÑÐ¼Ñ. ÐÐ±Ð° Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° Ð±ÑÐ»Ð¸ Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ñ Ð½Ð° Ð¾Ð±ÑÐ¸Ð¹ Ð²ÐµÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð¸ ÑÑÐµÐ´Ð½ÑÑ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÑ Ð¼ÐµÑÐ°Ð»Ð»Ð¸ÑÐµÑÐºÐ¸Ñ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð². Ð ÐºÐ°ÑÐµÑÑÐ²Ðµ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ Ð²ÑÐ³Ð¾Ð´Ð½Ð¾Ð³Ð¾ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° Ð±ÑÐ»Ð° Ð¿ÑÐ¸Ð½ÑÑÐ° Ð¸Ð·Ð¼ÐµÐ½ÐµÐ½Ð½Ð°Ñ Ð²ÐµÑÑÐ¸Ñ ÐºÐ°ÑÐºÐ°ÑÐ°, ÐºÐ°Ðº Ð±Ð¾Ð»ÐµÐµ Ð»ÐµÐ³ÐºÐ°Ñ Ð¸ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸ÑÐ½Ð°Ñ. Ð Ð°Ð±Ð¾ÑÐ° Ð¿ÑÐ¾Ð²Ð¾Ð´Ð¸Ð»Ð°ÑÑ Ñ ÑÐ°Ð²Ð½ÑÐ¼ Ð¾Ð±ÑÐ°ÑÐµÐ½Ð¸ÑÐ¼ ÐºÐ°Ðº Ðº ÑÐ¿ÑÐ°Ð²ÐºÐµ Ð¸Ð· ÑÐ°Ð¼Ð¾Ð³Ð¾ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð³Ð¾ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ°, ÑÐ°Ðº Ð¸ Ðº ÑÐ²Ð¾Ð´Ð°Ð¼ Ð¿ÑÐ°Ð²Ð¸Ð» Ð¸ ÑÑÐµÐ±Ð½Ð¸ÐºÐ°Ð¼ Ð¿Ð¾ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð¹ Ð¼ÐµÑÐ°Ð½Ð¸ÐºÐµ.
description: This work is devoted to the calculation of the steel structure of a single-story industrial building, considering the given load values and the selection of the optimal rod cross-sections and configuration of the truss using the SCAD software package. The tasks that were solved in the course of the study: 1. Construction of the design model of the building according to the initial data, including: the frame scheme, the initial sections of the rod elements and the load from the enclosing structures. 2. Providing linear calculation, selection of cross-sections and determination of stressfully deformed state (SDS). 3. Creation of an alternative building model using a different type of ceiling trusses. 4. Linear calculation of a new version of the scheme, cross-section selection and determination of SDS. 5. Comparison of both versions of the frame of a single-story industrial building in terms of the total weight of the structures and the average estimated cost of metal. The work carried out based on an existing project of a certain construction organization, which provided the initial data for solving the problem of finding more economical solutions for the implementation of the frame. Based on the provided drawings, a digital information model of a metal frame was created in the SCAD software package, groups of structural elements were set in accordance with the requirements of the current SR 16.13330.2017 âSteel structuresâ, SR 294.1325800.2017 âSteel structures. Design rules "and SR 20.13330.2016" Loads and impacts ". After selecting the rod cross-sections of metal structures, the required volume of metal was reduced. To increase efficiency and reduce the cost of the metal frame of the building, an alternative scheme was formed using a different type of truss. Both options were analyzed for the total weight of the structures and the average cost of metal elements. A modified version of the frame was adopted as the most advantageous option, as it was lighter and more technologically advanced. The work was carried out with equal references both to the help from the software package itself and to the rulebooks and textbooks about structural mechanics.