I wonder if there’s a translation?

Designer Guides to EN 1993-2 and 1992-2.

Really well explained guides with lots of good examples for grads. Definitely worth the £80 or so for each one.

Just wanted to add a point for the grillage/FEA debate (from the perspective of a FEA nerd). Although FEA models for typical prestressed concrete bridges/composite steel-concrete arrangements are definitely much more intuitive to setup, I definitely prefer grillage models because the post-processing is infinitely simpler. I find extracting results from FEA models to be so cumbersome, as you have to use shell-slicing and a lot of copy and pasting to spreadsheets to get design forces/moments out of. I’d be interested though to find some designs which have been analysed using both methods to see how much both approaches differ.

However saying that theres no excuse imo for not setting up an FE model for determining LTB moments during erection and concreting as the loading is very simple and will result in a much more economical estimate of Mcr than the BS5400 BEF method.