Article

Retrieved from Volume 22, No. 4, 2018

Pages 123 -127

Boichuk, O., Tsepurit, O., Hilko, I., & Bohdanov, S. (2018). Calculation of arch frames of variable cross section. Ukrainian Black Sea Region Agrarian Science, 22(4), 123-127. DOI: 10.31521/2313-092X/2018-4(100)-19

Calculation of arch frames of variable cross section

O. Boichuk O. Tsepurit I. Hilko S. Bohdanov

The paper shows the main approaches to the method of calculating the strength, reliability and stability of the frame elements of metal structural arches of variable cross section. The calculation is performed in the design of optimal arched structures, which consists in designing the structure so that in all sections of the structural element of the arch the reliability was specified, and the mass of the arch structure was as minimalas possible. The use of light arches with a given reliability provides savings of metal and reducing the cost of construction and determines the prospects of the use of such structures in buildings and agricultural structures.

flexible wall, steel frame, cross-sectional area of the frame, length of the intersection of the frame, safety factor, reliability of the steel structure, stability of the metal frame
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