Constructions Runs Coverings in the Form Castellated Beam
I. V. Romenskii, A. N. Mironov, N. A. Tarasenko, E. A. Mescherin, A. Yu. Gladkikh
Donbas National Academy of Civil Engineering and Architecture
Annotation: This article is devoted to the issue of the use of runs in the form of effective structural solutions for beams with a perforated wall. The paper presents an algorithm for calculating perforated wall beams obtained from rolling I-beams with a slope of the inner faces of the shelves for various snow regions and various coating designs. A typical series of runs in the form of beams with a perforated wall 12 meters long for various snow regions, depending on the maximum design load, is proposed. An analysis was also made of the effect of loads on the change in the height of the cross section and the consumption of steel of the girder structures in the form of beams with a perforated wall. The data obtained allow the selection of run sections in the form of effective beam structures depending on the load.
Keywords: run, I-beam, castellated steel beam, stress-strain state.
Pages: 77-85.
Link for citation: Romenskii, I. V.; Mironov, A. N.; Tarasenko, N. A. [et al.]. Constructions Runs Coverings in the Form Castellated Beam. – Text : electronic. – In: Metal Constructions. – 2020. – Vol. 26, N 2. – Р. 77-85. – URL: https://donnasa.ru/publish_house/journals/mk/2020-2/03_romenskii_mironov_tarasenko_mescherin_gladkikh.pdf (date of access: 03.07.2024). (in Russian)
Vol. 26, N 2 (2020)Journal: Metal Constructions
Publish house: Donbas National Academy of Civil Engineering and Architecture