Worked Examples To Eurocode 2 Volume 2 ~upd~ Jun 2026

For structural engineers working within the European Union and many international markets, is the definitive authority on the design of concrete structures. However, the code itself is a dense collection of principles and application rules. To bridge the gap between theory and practice, engineers rely on authoritative manuals—most notably, Worked Examples to Eurocode 2: Volume 2 .

An internal beam in an office building spans 6.0m. The slab is 150mm thick, and the beam web width ($b_w$) is 300mm with an overall depth ($h$) of 500mm. Design the tension steel for the ultimate limit state (ULS) given a design moment ($M_Ed$) of 450 kNm. worked examples to eurocode 2 volume 2

Mastering —specifically the worked examples published by The Concrete Centre or the Joint Research Centre (JRC) —is essential for structural engineers moving beyond basic building design. While Volume 1 focuses on standard framed buildings, Volume 2 tackles more complex civil engineering works like foundations, retaining walls, and liquid-retaining structures. 🏗️ Core Themes in Volume 2 For structural engineers working within the European Union

Concrete C35/45, Steel B500B, Restraint factor $R=0.7$, Temperature drop $\Delta T = -25^\circ C$, $\alpha_ct = 1.0 \times 10^-5$. An internal beam in an office building spans 6

Concrete strut capacity: ( \nu = 0.6(1 - f_ck/250) = 0.6(1-0.14)=0.516 ) ( f_cd = 35/1.5 = 23.3 \text MPa ) ( \theta = 22^\circ ) initially: ( \cot \theta = 2.5 ) Check ( \frac\tau_t,Edf_cd \sin\theta \cos\theta + \frac\tau_v,Edf_cd \sin\theta \cos\theta \le 1 )? No – better use: [ \fracT_EdT_Rd,max + \fracV_EdV_Rd,max \le 1 ] But easier: ( \tau_total = \sqrt\tau_t,Ed^2 + \tau_v,Ed^2 = \sqrt2.31^2 + 0.74^2 = 2.43 \text MPa ) Allowable ( \tau_max = 0.5 \nu f_cd = 0.5 \times 0.516 \times 23.3 \approx 6.0 \text MPa ) → OK.