Determination of loads on the transverse frame of a steel frame of a single-story industrial building
Abstract
The article examines the vertical constant loads from the weight of the roof and the own weight of the supporting structures of the coating, columns, crane beams with brake structures, rails and snow loads on the coating
Keywords
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., Temyrkanova, Zh.T., Nurlan uulu, A., Toichu kyzy, Zh.,& Askarova, A. (2020). Application of the results of the concentrated strain method to the results of numerical experiments based on the finite element method. The Herald of KSUCTA, 67(1), 140-146.
[3] Ymanalyev, T.B., Bolotbek, T., Askar, k. N., Osmonalyeva, Z.A., & Turhumbaeva, B.M. (2013). Semi-radial railway retaining wall design for optimal rock pressure distribution. The Herald of KSUCTA, 40(2), 38-48.