K b= 60 mm. a = 50 mm = 15 kN Z P = 18 kN Figure (13) 161- For problem Figure (13), at the transverse section of member contains the Points H and K, The value of the normal force is a) -15 kN. b) + 15 kN. c) - 18 KN. d) + 18 kN. 162- For problem Figure (13), at the transverse section of member contains the Points H and K, The value of the shear force is a) -15 kN. b) + 15 kN. c) - 18 kN. d) + 18 kN. 163- For problem Figure (13), at the transverse section of member contains the Points H and K, The value of the moment My is a) 750 N. m. b) 1080 N. m. c) 900 N. m. d) 1500 N. m. 164- For problem Figure (13), at the transverse section of member contains the Points H and K, The value of the moment M is a) 750 N. m. b) 1080 N. m. c) 900 N. m. d) 1500 N. m. 165- For problem Figure (13), at the transverse section of member contains the Points H and K, The value of the moment Mx is a) 750 N. m. b) 1080 N. m. c) 900 N. m. d) 1500 N. m. 166- For problem Figure (13), at the transverse section of member contains the Points H and K, The moment My is a) Bending moment. b) Torsional moment. c) Normal force. d) Shear force. 167- For problem Figure (13), at the transverse section of member contains the Points H and K, The moment M, is a) Bending moment. b) Torsional moment. c) Normal force. d) Shear force. 168- For problem Figure (13), at the transverse section of member contains the Points H and K, The moment Mx is a) Bending moment. b) Torsional moment. c) Normal force.