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non compact pipe

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AISC, 9th Edition, ASD
 
For a non compact pipe, 3" dia. , 14 ga, 33ksi
 
Appendix B5.2.a would have you adjust allowable stress by the Q factor but.... equations for Q are for single angles, stems of tees, with no mention of an applicable Q for pipe.
 
Am I correct in using B5.2.b equation A-B5-9 for Fa with no Q adjustment.
 
Am I correct in using F3.2 equation F3-3 for Fb with no Q adjustment.
 
 Thanks,
 
Mark