Design of Un-restrained Steel Beam (I-Section) – Worked Example
This article presents a practical worked example on the design of unrestrained steel beam (I-section) to Eurocode 3 The beam to be designed has been analysed using Etabs...
This article presents a practical worked example on the design of unrestrained steel beam (I-section) to Eurocode 3 The beam to be designed has been analysed using Etabs...
This article presents a worked example on the design of steel column (H-section) subjected to combined Biaxial Bending and axial compression to Eurocode 3 The column to be...
Structural engineers analyze all types of structures to determine their displacements and internal forces under various load conditions. They choose between linear and non-linear analysis based on the...
This article presents guidance on how to allow for imperfections in analysis of steel frame according to EN 1993-1-1 (Eurocode 3). At the end of this article, a...
This article presents an overview on the design of column to EN 1993-1-1:2005. However, since there are not much details in Eurocode 3 for columns in simple frames,...
Axially loaded steel members are subjected to external loads along the longitudinal axis of the member. These loads either induces pure tension or compression in these members, as...
This article presents an overview on the design of structural steel beams for lateral torsional buckling to EN 1993-1-1-2005, and the UK National Annex to EN 1993-1-1-2005. For...
This article presents an overview on the design of Structural Steel sections in bending to EN 1993 -1-1:2005 (Eurocode 3) and the UK National Annex to EN 1993...
This article presents an overview on classification of steel cross-sections according to EN 1993-1-1:2005. At the end of the article there is a worked example on classification of...
Designs are generally carried out under the guide of one philosophy or hybrid of philosophies; structural engineering field is no exception to this premise. In structural engineering over...