Optimizing farm parameters
https://doi.org/10.21822/2073-6185-2025-52-3-247-254
Abstract
Objective. This article examines the operational characteristics of trusses with the aim of determining the optimal number of different elements in truss design.
Method. The study is based on analytical methods for calculating the strength, rigidity, and stability of conventional and trapezoidal trusses. Theoretical research is used to determine steel consumption depending on the number of different truss elements. A numerical example of determining steel consumption for an 18-meter truss span is provided.
Result. A calculation method and study of the performance of conventional and trapezoidal trusses are presented. Steel consumption for all types of structures is determined, tables are compiled, and graphs with steel consumption curves are constructed. The considered design and calculation schemes allow us to determine the optimal number of different truss elements, which ensures a minimum steel consumption per structure.
Conclusion. Based on the presented results, the optimal number of different elements can be determined at the truss assembly stage.
Keywords
About the Authors
A. K. Yusupov
Daghestan State Technical University
Russian Federation
Russian Federation
Abusupyan K. Yusupov - Dr. Sci. (Eng.), Prof., Department of Building Structures and Hydraulic Structures.
70 I. Shamilya Ave., Makhachkala 367026
Kh. M. Muselemov
Daghestan State Technical University
Russian Federation
Russian Federation
Hairulla M. Muselemov - Dr. Sci. (Eng.), Assoc. Prof., Head of the Department of Building Structures and Hydraulic Structures.
70 I. Shamilya Ave., Makhachkala 367026
R. I. Vishtalov
Daghestan State Technical University
Russian Federation
Russian Federation
Rajab I. Vishtalov - Cand.Sci. (Eng.), Assoc. Prof. Department of Building Structures and Hydrotechnical Structures.
70 I. Shamilya Ave., Makhachkala 367026
Z. A. Gadzhiev
Daghestan State Technical University
Russian Federation
Russian Federation
Zubair A. Gadzhiev - Student.
70 I. Shamilya Ave., Makhachkala 367026
References
1. A.K. Yusupov. Metal Structures: Questions, Answers, and Design. Makhachkala, DSTU, 2010. (In Russ)
2. Metal Structures – edited by E.I. Belenya, Moscow, Stroyizdat, 1986. (In Russ)
3. Metal Structures – edited by Yu.I. Kudishin, Moscow, Academy, 2008. (In Russ)
4. Steel Structure Calculation – V.M. Klykov, Ya.M. Likhtarnikov, Moscow, 1995. (In Russ)
5. Metal Structures – Handbook edited by S.P. Melnikov, Moscow, 1982. (In Russ)
6. Metal Structure Calculation Examples , А.Mikhailov, Moscow, 1982. (In Russ)
7. SP 16.13330.2017 "Steel Structures". Code of Practice – Moscow, Stroyizdat, 2017:126 p. (In Russ)
8. SP 20.13330.2016 "Loads and Impacts." Code of Practice – Moscow, Stroyizdat, 2016:95 p. (In Russ)
9. Designer's Handbook "Steel Structures," edited by Shumakov, Academy, Moscow, 2004. (In Russ)
10. GOST 8509-93 Hot-Rolled Equal-Flange Steel Angles (In Russ)
11. GOST 26020-83 Normal I-Beam (B) (In Russ)
12. TU 14-2-685-86 I-Beam (ShT) (In Russ)
Review
For citations:
Yusupov A.K., Muselemov Kh.M., Vishtalov R.I., Gadzhiev Z.A. Optimizing farm parameters. Herald of Dagestan State Technical University. Technical Sciences. 2025;52(3):247-254. (In Russ.) https://doi.org/10.21822/2073-6185-2025-52-3-247-254
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