The reaction and bending moments at point A of the cantilever beam are:

1
RA = 30 kN and MA = -115 kNm
2
RA = 30 kN and MA = 0 kNm
3
RA = 30 kN and MA = -125 kNm
4
RA = 0 kN and MA = -115 kNm
5
RA = 0 kN and MA = -125 kNm

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