Determine the reaction at A and B Assume the support at A on

Determine the reaction at A and B. Assume the support at A only exerts a moment on the beam EI is constant Horizontal reaction at A and B are negligible (A_x = B_x = 0)

Solution

The solution is correct.

Ma = 2 kN.m

Mb = 6 kN.m

By = 8 kN

The beam is fully constrained which shows that the supports has horizontal components as zero while the vertical components are calculated.