(officially BS EN 1992-2 ) specifically addresses the design of concrete bridges . While Volume 1 focuses on general rules and building design, Volume 2 expands these principles to handle the complex loading and durability requirements unique to bridge engineering. Core Focus Areas in Volume 2 Worked Examples
Run the same geometry in your structural analysis software (Tekla, ETABS, or Autodesk Robot). Typically, software gives you a "pass/fail" flag. The worked example shows you how the software calculated the factor of safety. You will often find software uses the simplified method for columns; Volume 2 will show you the general method for verification. worked examples to eurocode 2 volume 2
[ \fracA_sws = \fracT_Ed2 A_k f_ywd \cot\theta = \frac45e62 \times 105,306 \times (500/1.15) \times 2.5 ] ( f_ywd = 435 \text MPa ) [ \fracA_sws = \frac45e62 \times 105,306 \times 435 \times 2.5 = \frac45e6228.9e6 \approx 0.197 \text mm^2/\textmm ] For 2 legs (torsion acts on all walls) → per leg: ( A_sw/s = 0.098 ) Use ( \varnothing 10 ) (78.5 mm²) → spacing ( s = 78.5 / 0.098 \approx 800 \text mm ) – too large; torsion rarely governs spacing; shear likely demands tighter. (officially BS EN 1992-2 ) specifically addresses the
Download a sample worked example (e.g., flat slab punching shear) from your local concrete authority today. Compare your last project’s calculation sheet to the structured layout shown in Volume 2. Identify one discrepancy and resolve it using the Eurocode clauses referenced. That single hour of study could prevent a future site failure. Typically, software gives you a "pass/fail" flag