Structures from first principles!
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.
Despite timber being one of the earliest structural materials around and its globally recognized status for sustainability, the tallest Timber building is still the 18-Storey building at the University of British Columbia, why?
Items relating to “boundaries of duties” constitutes a vast proportion of the frustrations and misunderstanding, and claims made against engineers. This article identifies and expatiate on the six boundaries of duties which an engineer must define in a fee proposal.
One of the most basic variants of raft foundations is the beam strip rafts. A beam strip raft utilizes a raft slab and ground bearing beams in two directions to support the heavy concentrated loads from the superstructure.
![[Update] A Background to Piling](https://structurescentre.com/wp-content/uploads/2021/05/images-21-330x288.jpeg)
Piling is one of the oldest types of foundation technique known to mankind. Its principle is based on transferring the loads from a structure through…
A fee proposal is an engineer’s ‘offer’ to undertake a predefined work for a defined fee and it is usually for the client to either accept or reject this offer. To give legal certainty to the offer, the following six items need to be defined in the proposal or an attached document.
As with almost every structural failure, it is the human factors that holds answers as to why the opportunity to forestall the failure was missed. In this article the role played by human factors in structural failures is explored.
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.
Foundation design has traditionally been conducted using the permissible stress method with the application of a global factor of safety. With the introduction of Eurocode 7, however, a distinctive design philosophy was presented, one that is based on the application partial factors. Thus, this article aims to investigate if higher bearing capacity values can be justified to Eurocode 7.
The second part of the article on Reuse and Refurbishment of existing building explores how the structural engineer can maximize the identified opportunities through design.
