Hello,
I've a small offshore structure, with fatigue design to DNV RP-203 and analysed in FE (solid body). The design was sufficient to meet requirements of 2.11 such that all cyclic ranges well below Fatigue Limit [FL]. However the loads have changed and a single case is showing a design ratio...
Afternoon,
I've got an issue regarding proving the suitability of a PFC section loaded in compression and bending.
I've read through 6.3 in EN 1993-1-1 but it seems to give no direction for sections that aren't doubly symmetric (RHS & I?). Tata Blue Books gives sectional resistances for PFC but...