The W10x49 beam column shown below is pinned at both ends and experiences the given dead and live loads. Bending is about the strong axis. Determine which AISC Specification interaction equation is applicable and if it is satisfactory per LRFD and ASD. Material is A992 steel

Axial Dead Load - 50 kips

Axial Live Load - 100 kips

Transverse Dead Load - 5 kips

Transverse Live Load - 10 kips