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,