Answer:
The focus is on the Axial Force column.
There is a difference in the Axial Force reporting for Sustained Category combinations and Occasional Category combinations (Hydrotest combinations are created under Occasional Category):
This is the reason for the differences in the Axial force for Sustained and Hydrotest combinations. However, the stress values for Hydrotest combinations are higher than the stress values for Sustained combinations:
ASME B31.3 (2016) CODE COMPLIANCE
(Moments in N.m , Force in N ) (Stress in N/mm2 )
Point Load Axial In-Pl. Out-Pl. Torsion S.I.F Index/SIF Eq. Load Code Code
name combination Force Moment Moment Moment In Out Ax. Tor. no. type Stress Allow.
------ ---------------------- ------- ------- ------- ------- ---- ---- ---- ---- ---- ---- ------ ------
*** Segment B begin ***
B13 GR + Max P{1} 2248.08 6.32 1.55 0.35 1.00 1.00 1.00 1.00 23a SUST 5.90 132.12
Hydrotest-NL{5} 29.88 6.12 1.64 0.31 1.00 1.00 23a OCC 8.97 217.19
So in the stress calculations, the 1.6 factor is considered for both pressure extension forces and moments, as well as the longitudinal pressure stress when calculating Hydrotest stresses. It is just due to the difference in the reporting for the Axial column between the Sustained and Occasional stress categories which results in difference in values.