Answer:
Yes, the exponent n is applied differently. Design details can help you to understand this. For EN 1992‑1‑1, for example, n=2 is applied (see Image 01), and for CSA A23.3‑14, n=3 is applied (see Image 02).
Question
Is the exponent n applied differently from the design standard when determining the damage parameter ζ (zeta)?
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The fatigue design according to EN 1992-1-1 must be performed for the structural components subjected to large stress ranges and/or many load changes. In this case, the design checks for the concrete and the reinforcement are performed separately. There are two alternative design methods available.
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You can use the "Plate Cut" component to cut plates (for example, gusset plates, fin plates, and so on). There are various cutting methods available:
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