Most engineers fear strut-and-tie (STM), but Volume 2 demystifies it. The example shows how to model a D-region (discontinuity region) using a truss analogy.
As = 0.01 x 0.4 x 0.4 x 500 = 800 mm^2
k=1+200d=1+200520=1.62≤2.0k equals 1 plus the square root of 200 over d end-fraction end-root equals 1 plus the square root of 200 over 520 end-fraction end-root equals 1.62 is less than or equal to 2.0 worked examples to eurocode 2 volume 2
Designing reinforced concrete structures in accordance with Eurocode 2 (
Bridge elements under high cyclic load variations must pass a fatigue verification for both steel reinforcement and concrete. The stress range ( Most engineers fear strut-and-tie (STM), but Volume 2
= Max allowable stress in reinforcement immediately after cracking. For a crack limit with bars, assume based on Eurocode lookup tables.
: Ability to toggle between various National Annexes (e.g., UK National Annex), as specific parameters like v sub m i n end-sub for shear can vary by country. Comparative Analysis The stress range ( = Max allowable stress
Assuming an isolated inner column where eccentricity factors apply (