Study of the effectiveness of trussed beams with two posts
https://doi.org/10.21822/2073-6185-2022-49-1-156-172
Abstract
Objective. The aim of the study is to evaluate the effectiveness of trussed beams with two posts.
Method. Many numerical examples are carried out and variant design of trussed beams with various structural characteristics is carried out. Appropriate tables are compiled.
Result. The analysis of the influence of various design parameters on the own weight and the cost of the metal of a trussed beam with two posts was carried out. Various tables have been compiled that show the effectiveness of a trussed beam with optimal characteristics. The constructed tables allow us to draw a conclusion about the effectiveness of the optimal parameters of trussed beams with two posts.
Conclusion. The proposed technique and algorithm testify to the effectiveness of the considered design. Saving steel, as well as reducing the cost of metal of trussed beams with two posts compared to conventional beams, reaches 40-50%.
About the Authors
A. K. YusupovRussian Federation
Abusupyan K.Yusupov, Dr. Sci. (Eng.), Prof., Department of Building Structures and Hydraulic Structures
70 I. Shamilya Ave., Makhachkala 367026
H. M. Musеlеmov
Russian Federation
Khairulla M. Muselemov, Cand.Sci. (Eng.), Assoc. Prof., Department of Building Structures and Hydraulic Structures
70 I. Shamilya Ave., Makhachkala 367026
T. O. Ustarhanov
Russian Federation
Tagir O. Ustarkhanov, Assistant, Department of Building Materials and Engineering Networks
References
1. Yusupov A.K., Muselemov KH.M., Ustarkhanov T.O. Optimizatsiya parametrov shprengel'noy balki. Vestnik Dagestanskogo gosudarstvennogo tekhnicheskogo universiteta. Tekhnicheskiye nauki, [Yusupov A.K., Muselemov H.M., Ustarkhanov T.O. Optimization of truss beam parameters. [Vestnik Dagestanskogo gosudarstvennogo tekhnicheskogo universiteta. Tekhnicheskiye nauki] Herald of Daghestan State Technical University. Technical Sciences. 2020; 47(4): 119-131. DOI:10.21822/2073-6185-2020-47-4-119-131. (In Russ)]
2. Yusupov A.K., Muselemov KH.M., Ustarkhanov T.O. Efficiency of strut-framed beams with optimal parameters. [Vestnik Dagestanskogo gosudarstvennogo tekhnicheskogo universiteta. Tekhnicheskiye nauki] Herald of Daghestan State Technical University. Technical Sciences. 2021; 48(1):141-153. DOI:10.21822/2073-6185-2021-48-1-141-153. (In Russ)
3. Yusupov A.K., Muselemov Kh.M., Ustarkhanov T.O. Optimization of the parameters of trussed beams with two posts. Bulletin of the Dagestan State Technical University. Technical science. Volume 48, No. 3, 2021 C.117-132. DOI:10.21822/2073-6185-2021-48-3-117-132.
4. Akayev N.K., Yusupov A.K. [Vestnik Dagestanskogo gosudarstvennogo tekhnicheskogo universiteta. Tekhnicheskiye nauki] Herald of Daghestan State Technical University. Technical Sciences. 2016; 42(3): 119-131. DOI:10.21822/2073-6185-2016-42-3-119-131. (In Russ)]
5. Azhermachev S.G. Approximate method for calculating truss crane beams. [Stroitel'stvo i tekhnogennaya bezopasnost]. Construction and man-made safety. 2011; 37: 34-39. (In Russ)]
6. Klykov V.M., YA.M. Likhtarnikov Calculation of steel structures M.:75; 30-41. (In Russ)
7. Livandovskiy N.N., Bogatyreva I.V. Reinforcement of reinforced concrete beams with truss ties and embedded trusses. XII International Conference of Students and Young Scientists "Prospects for the Development of Fundamental Sciences" Russia, Tomsk, April 21-24, 2015;1338-1340. (In Russ)
8. Muselemov KH.M., Ustarkhanov O.M., Yusupov A.K. Development and research of new cut truss beams. V International scientific-practical conference "Scientific research: from theory to practice". Technical science. G. Cheboksary. 2015; 2:62-70. (In Russ)
9. Metal structures. Edited by E.I. Belenya, Moscow, Stroyizdat, 1986; 382-384. (In Russ)
10. Metal structures. Edited by Yu.I. Kudishina, Moscow, Academy, 2011; 439-442. (In Russ)
11. Pat. 130333 RF. MPK E04G 23/02. Shprengel' dlya usileniya i obespecheniya zhivuchesti izgibayemogo zhelezobetonnogo elementa / V.S. Plevkov, G.I. Odnokopylov, I.V. Bogatyreva. Zayavleno 08.02.2013; Opubl. 20.07.2013, Byul. № 20. 5 s. [Pat. 130333 RF. IPC E04G 23/02. Sprengel for strengthening and ensuring the survivability of a bent reinforced concrete element / V.S. Plevkov, G.I. Odnokopylov, I.V. Bogatyrev. Stated 02/08/2013; Publ. 20.07.2013; 20: 5 p. (In Russ)]
12. Steel structures. Constructor reference. Ed. Melnikova N.P. M .: Stroyizdat, 1980;195-196. (In Russ)
13. SP 16.13330.2017 "Steel structures". M .: Standartinform, JSC "Research Center" Construction "- TsNIISK named after V.A.Kucherenko, 2017; 92. (In Russ)
14. Ustarkhanov OM, Yusupov AK, Muselemov Kh.M. Sprengel crane beams. Makhachkala: DSTU, 2016; 120. (In Russ)]
15. F. Hart (Munich), W. Henn (Braunschweig), H. Sontag (Berlin), Moscow, Stroyizdat, [Atlas stal'nykh konstruktsiy».] Atlas of Steel Structures. 1977; 37-84 (In Russ)]
16. Yusupov A.K. Metal structures in questions, answers and design." Makhachkala, Daghestan State Technical University. State Unitary Enterprise "Printing House of the DSC RAS", 2010. (In Russ)]
17. Yusupov A.K. Dagestanskiy gosudarstvennyy tekhnicheskiy universitet. GUP «Tipografiya DNTS RAN» [Yusupov A.K. "Methods of Applied Mathematics in Structural Mechanics", Volume 1. Makhachkala, Daghestan State Technical University. State Unitary Enterprise "Printing House of the DSC RAS", 2008. (In Russ)]
18. Yusupov A.K. Methods of Applied Mathematics in Structural Mechanics, Daghestan State Technical University. State Unitary Enterprise "Printing House of the DSC RAS", 2008; 4. (In Russ)]
19. Yusupov A.K., Muselemov KH.M., Ustarkhanov T.O., Dzhalalov SH.G. Vestnik Mashinostroyeniya, [Yusupov A.K., Muselemov H.M., Ustarkhanov T.O., Dzhalalov Sh.G. "Study of a metal-wood beam". "Bulletin of Mechanical Engineering", 2019; 12: 112 (In Russ)]
Review
For citations:
Yusupov A.K., Musеlеmov H.M., Ustarhanov T.O. Study of the effectiveness of trussed beams with two posts. Herald of Dagestan State Technical University. Technical Sciences. 2022;49(1):156-172. (In Russ.) https://doi.org/10.21822/2073-6185-2022-49-1-156-172