Combined loadings – post and beam

Write the equilibrium equations for the post and solve for F, V, and M:

+Fx=V+8.66 kN=0

 V=-8.66 kN

+Fy=F-5.00 kN=0

 F=5.00 kN

+Mbase=M-(8.66 kN)(1,200 mm)                           -(5.00 kN)(500 mm)=0

M=12,892 kN-mm
Notice that the moment M is always calculated with respect to the centroid of the cross section, not to the particular location of point B.