• Bending-shear interaction of stainless steel lipped channels was investigated. FE models were developed for shear, bending, and behaviours. Sections with aspect ratios 1.5 2.0 behave under bending-shear interaction. Codified provisions are too conservative a higher level applied shear force. Proposed equations provide accurate consistent predictions. The response cold-formed channel sections ...

The main advantages and disadvantages of cold-formed steel framed structures are discussed, the basic principles for their analysis design considered. Some specific structural features thinwalled framing a dairy warehouse designed by Proektnauka LLC (Brest, RB), described, several recommendations so as to improve its given.

Abstract To provide the foundations for economic and social prosperity, countries worldwide need to be making a term investment in their building assets. However, there is lack of systematic approach, such as manufacturing innovations, maximize values components materials its entire lifecycle. Steel-concrete composite floor systems are one most cost-effective construction multi-storey steel bui...

Abstract In this study, the residual stresses were experimentally studied for cold‐formed square hollow section (CFSHS) with dimensions of 150×150×10 mm. The measured in both longitudinal and transverse directions S355J2H/S420MH S700MLH tubular sections. results showed that measuring on outer inner surfaces at a distance 60‐70 mm from end specimen is an accurate convenient method. For steel gra...