Problem 917 | Combined Axial and Bending

$\Sigma M_A = 0$

$3B_H = 6(20)$

$B_H = 40 ~ \text{kN}$
 

$\Sigma M_E = 0$

$6B_V + 3(40) = 3(60)$

$B_V = 10 ~ \text{kN}$
 

Axial Force, P_a

Moment at B

Maximum compressive stress: