Article Open Access

Accounting for the spatial work of the building frame

T. Bolotbek, N. Askar, N.M. Baigubatova, A.N. Ismailov, B.O. Bokoev
Received 10.11.2023
Revised 20.02.2024
Accepted 22.03.2024
Retrieved from
Vol. 1, No. 1, 2024
Pages
43–53
Views
823 Views

Abstract

The article shows calculations of the transverse frame for crane, horizontal wind loads and the influence of the spatial work of the frame

Keywords

frame; roof; wind load; crane beam; columns

References

[1] Bolotbek, T., Abdyraimov, D.J., Karabashov, A.A.,  Kudaybergenov, S.B., Mukanbetova, B.Z.,  & Zhenishbek uulu, N. (2021). Calculation of seismic resistant buildings on movement. The Herald of KSUCTA, 72(2), 242-249. doi: 10.35803/1694-5298.2021.2.242-249.

[2] Bolotbek, T., Nasyrynbekova, K.U., Toktogul uulu,  J., & Bolotbek, A.B. (2019). Theoretical justification of practice in applying of a solid base plate at the underground levels of buildings. The Herald of KSUCTA, 63(1), 132-136.

[3] Bolotbek, T., Abdyraimov, D.J., Karabashov, A.A., Kudaybergenov, S.B., Mukanbetova, B.Z.,  & Zhenishbek uulu, N. (2021).  The Herald of KSUCTA, 72(2), 236-241. doi: 10.35803/1694-5298.2021.2.236-241.

Suggested citation

Bolotbek, T., Askar, N., Baigubatova, N.M., Ismailov, A.N., & Bokoev, B.O. (2024). Accounting for the spatial work of the building frame. Architecture. Construction, 1(1), 43-53.