ON THE CHOICE OF THE LATTICE GIRDER

Cover Page

Cite item

Abstract

The analytical solution to the problem of deflection of statically determinate flat truss with diagonal bars is obtained. The solution is compared with a similar of the truss with a triangular lattice. Solution is prepared in the system of computer mathematics Maple. The method of induction is used for generalization the solution to an arbitrary number of panels. The asymptotic properties of solutions are found. The formulas for forces in the most compression and tie rods are obtained.

About the authors

M N KIRSANOV

National research University "MPEI"

Author for correspondence.
Email: c216@ya.ru

Dr. Sc., Professor

111250, Moscow, Krasnokazarmennaya, 14

References

  1. Kirsanov M. N. Maple i Maplet. Resheniya zadach mekhaniki. SPb.: Izd-vo Lan', 2012. 512 p.
  2. Kirsanov M.N. Analiticheskij raschet balochnoj fermy s reshetkoj tipa «Butterfly». Stroitel'naya mekhanika i raschet sooruzhenij. 2016. № 4 (267). Pp.. 2-5.
  3. Kirsanov M.N. O vliyanii naklona podvizhnoj opory na zhestkost' balochnoj fermy. Vestnik MGSU. 2016. № 10. Pp. 35-44.
  4. Kirsanov M. An inductive method of calculation of the deflection of the truss regular type. Architecture and Engineering. 2016. Т. 1. № 3. Pp. 14-17.
  5. Kirsanov M. N. Analysis of the buckling of spatial truss with cross lattice. Magazine of Civil Engineering. 2016. No. 4. Pp. 52 - 58. doi: 10.5862/MCE.64.5
  6. Ershov L.A. Formuly dlya rascheta deformacij piramidal'nogo kupola. Nauchnyj Al'manah. 2016. N11-2(25). S. 315-318. doi: 10.17117/na.2016.11.02.315
  7. Ponamareva M.A. The displacement of the support trusses with parallel belts under uniform load. Science Almanac. 2016. N 4-3(18). Pp. 257-259. doi: 10.17117/na.2016.04.03.257
  8. Voropai R.A., Kazmiruk I.Yu. Analytical study of the horizontal stiffness of the flat statically determinate arch truss. Bulletin of Scientific Conferences. 2016. № 2-1(6). Pp. 10-12
  9. Voropai R. A. Analysis of the deflection of the regular truss with cross type lattice. Science Almanac. 2016. N 4-3(18). Pp. 238-240. doi: 10.17117/na.2016.04.03.238
  10. Shipaeva A.S. Calculation of the deflection of girder beam loaded on the bottom flange in the system Maple. Science Almanac. 2016. N 5-3(19). Pp. 236-239.
  11. Bolotina T. D. The deflection of the flat arch truss with a triangular lattice depending on the number of panels. Bulletin of Scientific Conferences. 2016. № 4-3(8). Pp.7-8.
  12. Tinkov D.V. Sravnitel'nyj analiz analiticheskih reshenij zadachi o progibe fermennyh konstrukcij. Inzhenerno-stroitel'nyj zhurnal. 2015. №5(57). Pp. 66–73.
  13. Kijko L.K. Analiticheskaya ocenka progiba arochnoj fermy pod dejstviem vetrovoj nagruzki. Nauchnyj vestnik. 2016. № 1 (7). Pp. 247-254.

Copyright (c) 2017 KIRSANOV M.N.

Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 International License.

This website uses cookies

You consent to our cookies if you continue to use our website.

About Cookies