his article provides an in-depth examination of steel and off-site construction. It discusses how these approaches intersect to improve quality, lower costs, and increase productivity.
Tag: Steel Structures
This article presents the design of welded connections in steel structures to Eurocode 3 and a worked example on the subject.
This article offers an extensive discussion on the analysis and design of portal frames based on the recommendations of Eurocode 3.
This article outlines the process of modeling, analyzing, and designing buildings. It is mentioned that the analytical process needs to be rationalized, but not at the price of an economic design.
Structural steel elements are amenable to failure due to lateral torsional buckling, when measures that recognizes this risk have not been considered in design. This article briefly, explains how the structural engineer can deal with lateral torsional buckling when analyzing steel structures.
This article aims to introduce the concept of temporary works. How the design of temporary works differs from permanent works and the interplay that exist between temporary works engineer and the permanent works engineer.
column splices are essentially steel-plated bolted connection provided in multi-storey steel construction to serve as a connection between two columns of different sections
Inspection of activities on a site during construction is a very high-risk operation requiring expertise and experience. Site inspections are of paramount significance as they aim to minimize the risk of accidents arising within the construction site…
This twisting/rotation is known as torsion. Torsion generates forces within structural elements that they are rarely efficient at resisting. It would normally result in significant increase in element size or ultimately lead to change in structural form where they are found to be acting. Torsion in structures is best avoided as far as possible.
In 2007 under-engineering, inefficient regulation, ever increasing dead loads combined with inadequate inspections led to the deadliest structural failure in Minnesota’s history. The immediate aftermath saw an investigation board commissioned to probe the cause of the failure. The investigation would discover a systematic collapse in the very layers of defense the engineering profession creates towards preventing catastrophic failures