Worked Examples To Eurocode 2 Volume 2 |top| Jun 2026

Retaining walls sit at the intersection of EC7 (geotechnical) and EC2 (structural). Volume 2 handles the handshake perfectly.

C50/60 with compression reinforcement considerations), compression steel is not required. Calculate the lever arm worked examples to eurocode 2 volume 2

VRd,max=1.0×400×1305×0.504×22.672.0+0.5×10-3=2386.3 kNcap V sub cap R d comma m a x end-sub equals the fraction with numerator 1.0 cross 400 cross 1305 cross 0.504 cross 22.67 and denominator 2.0 plus 0.5 end-fraction cross 10 to the negative 3 power equals 2386.3 kN Verify that Retaining walls sit at the intersection of EC7

To tailor this guide to your current project, tell me about the specific structural challenges you are facing. I can provide focused calculation templates for your needs. Calculate the lever arm VRd,max=1

For structural engineers, Eurocode 2 (EN 1992) is the definitive standard for the design of concrete structures, but its theoretical nature can make it challenging to apply in a practical, day-to-day context. The landmark publication Worked Examples to Eurocode 2 was created to address this gap. Authored by C. H. Goodchild and published in 2009 by The Concrete Centre in the UK, the publication was designed to distil the most commonly used aspects of Eurocode 2 into a practical format.

By systematically working through its chapters on slender columns, punching shear, strut-and-tie models, and prestress losses, you transition from a code-follower to a code-master. Whether you are preparing for the IStructE Chartered Membership exam or reviewing a high-rise core wall design, keep this volume within arm's reach of your desk. In the world of concrete design, theory gains strength (and ductility) through practice—and there is no better practice than these worked examples.

Here is what sets Volume 2 apart from standard textbooks: