Question regarding 1993-1-9, closed stringer in orthotropic decks

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We are designing a steel bridge with 12mm top-plate and closed trapezoidial stringers. I am working with a FEM-modell and I am doing a fatigue analysis. I would be grateful for tips on how to calculate Δsigma for construction deatail 7, table 8.8 1993-1-9.




Edited by Stefan

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