Structures from first principles!
A Stringer beam is a structural member that supports a floor or a deck along its longitudinal direction. They are usually inclined secondary beams stemming from primary beams and their basic function is to convert distributed loadings from a slab into point loads which is transferred back to the primary beams or supports.
This article discusses the types of steel bracings required for ensuring lateral stability in braced multi-storey steel frames, the design considerations and the procedures required when providing them within a steel frame.
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.
![[Update] Preliminary Sizing of Structural Elements](https://structurescentre.com/wp-content/uploads/2020/03/PatrickPurcellimage-330x288.jpg)
This article gives guidance on how to size concrete and steel structural elements at the initial concept design stages of a project development.
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
In 1879, inadequate design, ineffective supervision, poor workmanship, tight budget restrictions, time constraints and a general lack of understanding of the response of structures to dynamic forces from wind culminated into one of the deadliest structural failures of all time; the Tay Bridge collapse.
Retaining walls with respect to their form and construction method can be grouped into three categories vis a vis: gravity, embedded and hybrid. This is discussed in this article.
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.
Ribbed slabs incorporate voids to the soffits of slabs or replace voids with lighter materials.
This article discusses the design of timber beams which are unrestrained from lateral torsional buckling to Eurocode 5.