Structural concrete design in Europe and many global jurisdictions relies on the framework of Eurocode 2 (EN 1992). While Volume 1 typically covers general rules and rules for buildings, Volume 2 addresses specialized engineering challenges, advanced structural elements, and complex loading scenarios.
The central resource in this quest is the publication published in 2009 by The Concrete Centre. Authored by C. H. Goodchild, its primary aim was to serve as a practical companion for engineers.
: Examples follow a logical progression from conceptual design and structural analysis to ultimate limit state (ULS) and serviceability limit state (SLS) verifications.
For a formal and accurate reference, you should consult recognized engineering bodies: The Concrete Centre : Provides extensive guides and for Eurocode 2 design. CEN (European Committee for Standardization) : The official source for the full text of Academic/Professional Repositories : Sites like Eurocode Applied worked examples to eurocode 2 volume 2
| Resource | Author(s) | Publisher | Year | Focus | | :--- | :--- | :--- | :--- | :--- | | | Tony Threlfall | CRC Press | 2013 | Provides complete designs for 6 archetypal structures (buildings and civil works). | | Reinforced Concrete Design to Eurocodes (4th Edition) | Bhatt, MacGinley, & Choo | CRC Press | 2014 | A comprehensive textbook with design theory and examples; explains background to rules. | | Manual for the design of concrete building structures to Eurocode 2 | IStructE | - | 2006 | A detailed manual for building structures, later withdrawn. | | Structural elements design manual (2nd Edition) | Draycott & Bullman | - | - | Covers timber, concrete, masonry, and steel with worked examples. |
σs=NEdAs=320×1031340=238.8 MPasigma sub s equals the fraction with numerator cap N sub cap E d end-sub and denominator cap A sub s end-fraction equals the fraction with numerator 320 cross 10 cubed and denominator 1340 end-fraction equals 238.8 MPa Step 2: Determine Effective Concrete Area in Tension ( Ac,effcap A sub c comma e f f end-sub
Class 1 (Retaining liquid with minimal leakage allowed, crack width limited to wmaxw sub m a x end-sub Maximum Allowable Crack Width ( wmaxw sub m a x end-sub ): under quasi-permanent load combinations. Wall Thickness ( ): Service Axial Tension Force ( NEdcap N sub cap E d end-sub ): (Hoop tension due to hydrostatic pressure). 2. Minimum Reinforcement for Crack Control EN 1992-3 requires minimum reinforcement ( As,mincap A sub s comma m i n end-sub Structural concrete design in Europe and many global
Worked Examples to Eurocode 2: Volume 2 – A Comprehensive Guide to Advanced Structural Concrete Design
This report is a direct and authoritative alternative to the missing Volume 2.
Assume a total initial prestressing force after immediate losses ( Pm0cap P sub m 0 end-sub placed at an eccentricity ( below the neutral axis at mid-span. 4. SLS Stress Verification (Frequent Combination) Authored by C
While "Volume 1" of Eurocode 2 (EN 1992-1-1) covers the general rules for building design, practitioners often refer to specific execution rules or more complex structural forms as the practical application of the code. This feature acts as "Volume 2" in a practical sense: a collection of advanced worked examples that bridge the gap between the code’s theoretical clauses and the realities of construction.
is not merely a sequel—it is a survival guide for the professional designer. While Volume 1 teaches you the alphabet of Eurocode 2, Volume 2 teaches you how to write complex sentences, navigate exceptions, and justify your design decisions to a client or a building control body.
