For the shown beam, compute the reactions at supports Ax= Ay = Cy= KN KN 로로 KN In your answer sheet, draw the Bending Moment Diagram (BMD) and Shear Force Diagram (SFD) for the shown beam The bending moment @A= KN.m The bending moment @B= kN.m The bending moment @ C= kN.m The bending moment @D= kN.m Shear force @A= Shear force @ B (left side)= Shear force @B (Right side)= Shear force @C (left side)= Shear force @C (Right side)= Shear force @D= 18 kN 2 kN/m 2 m B 6 kN KN KN KN KN KN 로로로 KN -C D M=10 kN m 2 m 2 m