Determine the reaction at the supports A,B,D and F

[@DavidVision]

⚠️ There are ERROR at Segment ABC. Please check at :
Sigma of Moment at A, There is (2kN × 6m) × (6 ÷ 2) - (By × 4m) - (2kN×6m) = 0
Hence, By = 6kN.
Sigma of Force along Y axis, There is Ay + 6kN + 2kN - (2kN/m × 6m) = 0
Hence, Ay = 4kN.

[@moatlhodibagayi-vk5gt]

Thats right...even after resolving for external reactions from seg CDE AND seg EF beam can be considered as whole and taking moments about A to get By