This article discusses the design of timber beams which are unrestrained from lateral torsional buckling to Eurocode 5.
Author: Omotoriogun Victor
A dedicated, passion-driven and highly skilled engineer with extensive knowledge in research, construction and structural design of civil engineering structures to several codes of practices
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 article examines ways in which a structural engineer can identify the potentials for reuse and refurbishment of buildings at the early conceptual design stages
This article highlights some of the factors affecting the choice of engineering software and things the structural engineer must look out for when selecting a certain software for use.
Where a structure is eccentrically loaded, it can develop significant torsional forces in elements, which they may not have being designed to resist. This article highlights and discusses issues of buildability and detailing which structural engineers must become fully familiar with in order to avoid unforeseen problems that can lead to significant remedial works on-site and in some extreme cases, failures.
For every structure, frame stability is an important area of consideration. Designers of structural steel-work were the first to recognize the importance of considering the stability of steel frames in BS-5950.
This article describes the process of designing a laterally loaded masonry wall to Eurocode 6. It will highlight masonry and the relationship between its geometry, support condition and material properties when used as a structural material.
Ground improvement is the modification or treatment of weak and loose soil in order to improve their bearing capacities and potential settlement characteristics.
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.
This article is concerned with the derivation and application of these notional loading, which is classified as Equivalent Horizontal Forces within the Eurocodes. The article also illustrates how the notional horizontal loads are incorporated into the design process.