For the beam loaded as shown, Av= 3.5 kN as shown on the FBD below the beam. Note that A is a hinge support and B is a roller support. 18 kN 6KN M = 10 kN-m A A 2 m 2 m 2 m 18 kN 6 kN Ax = 0 M = 10 kN_m Ay = 3.5 kN By = 20.5 kN