COMPARISON OF STEEL FRAME ELEMENTS DESIGN USING SP16.1330.2017 AND AISC

This paper presents a comprehensive comparison of design guidelines for steel design elements as stipulated by the American Institute of Steel Construction and Russian Standers. By evaluating these prominent design codes, the aim is to identify similarities, differences, and potential implications on the structural behaviour and performance of steel truss systems. The analysis encompasses crucial aspects such as load combinations, material properties, member design, stability checks, and connection design. The study critically examines both specifications, highlighting their strengths and limitations, in order to provide valuable insights for structural engineers and designers when selecting an appropriate design code for steel truss elements, considering factors such as project location, regulatory requirements, and design objectives.

Publisher
Учреждение высшего образования Институт системных технологий
Number of issue
3
Language
English
Pages
87-106
Status
Published
Year
2023
Organizations
  • 1 Peoples' Friendship University of Russia (RUDN University)
Keywords
material properties; member design; stability checks; connection design force method; frame structure; continues beam; steel; свойства материала; конструкция стержня; проверка на устойчивость; расчетный силовой метод соединения; рамная конструкция; неразрезная балка; сталь
Date of creation
28.12.2023
Date of change
28.12.2023
Short link
https://repository.rudn.ru/en/records/article/record/105383/
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