The main approaches to the appointment of spatial and stiffness characteristics of the MARCHI system roofs when regulating the parameters of its stress-strain state
Abstract: The article discusses the possibilities of covering rectangular large-span roofs with on-standard side ratio with the help of the MARCHI structural system. The basic information about the typification of the main structural members of the MARCHI for rods and joint-connectors are given. The approaches for regulating the basic parameters of the stress-strain state (SSS) of the designed system are offered. Their realization allows to use typical structural elements of the system to cover the non-standard spans. Analytical dependences for appointment of basic parameters (relative height of roof h/l, relative bump of roof f/l) are suggested and the basic dependances of changing SSS parameters of the being designed roof depending on the design parameter change are considered.
Keywords: large-span structural root, system of MARCHI, stress-strain state, typification, unification.
Pages: 5-14.
For citation: Romenskiy, I. V.; Zagoruiko, T. I.; Mushchanov, A. V. The main approaches to the appointment of spatial and stiffness characteristics of the MARCHI system roofs when regulating the parameters of its stress-strain state. – Text : electronic. – In: Metal Constructions. – 2015. – Vol. 21, N 1. – Р. 5-14. – URL: https://donnasa.ru/publish_house/journals/mk/2015-1/01_romenskiy_zagoruiko_muschanov.pdf (date of access: 23.11.2024). – ISSN 1993-3517.
Vol. 21, N 1 (2015)
Journal: Metal Constructions
Publish house: Donbas National Academy of Civil Engineering and Architecture
Journal: Metal Constructions
Publish house: Donbas National Academy of Civil Engineering and Architecture