Hi all,
I'm calculating an FRP piping system using ISO 14692.
The design factors is:
f2 = 0.67 (SUS CASE)
Partial factors:
f2 = 0.83 (SUS + T )
f2 = 0.89 (OCC)
I want to know if CAESAR II is applying automatically this values for each type case so no need to recalculating the allowable stress in the stress summary results.
Or I have to define all cases as OCC then using the following occasional load factors:
k = 1.24 for (SUS + T)
k = 1.33 for (OCC)
Best Regards,