QUESTION 9 The Bending moment diagram corresponding to the loading shown in Figure Q9 is: X 20 KN 10 kN/m 30 KN (m) 0 1. 4. 6. 8. 10. 0.00 a) 0.00 -20.00 -20.00 -50.00 -50.00 -90.00 (m) c) 80.00 0.00 (m) 0.00 20.00 e) None of above 20.00 7.0 20.00 7.0 -20.00 Figure Q9 b) 0.00 0.00 -40.00 -33.33 (m) -100.00 d) 0.00 0.00 0.00 (m) -20.00 -20.00 -80.00 13.33 0.00 7.43 7.0 20.00 0.00