Steel = A36 P=50 kips -> 70% dead load and 30% live load BC: two…

Steel = A36 P=50 kips -> 70% dead load and 30% live load BC: two…

Steel = A36P=50 kips -> 70% dead load and 30% live load

BC: two angles (2L8X6X7/8) bolted to a gusset plate with six 7/8 in bolts.

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Assuming the gusset plate is satisfactory, is member BC is safe? Looking to verify by calculating the factored load on BC and determining its design strength considering all applicable limit states (yielding, rupture and block shear)