be constant. 10. Which of the following most nearly gives the ma support A, in kN/m? a. 4.35 b. 5.15 c. 3.45 d. 2.25 11. Which of the following most nearly gives the in moment at B, in kN.m.? a. 4.5 b. 3.7 c. 3.6 d. 4.3 12. Which of the following most nearly gives the re support C, in kN/m? a. 25.80 c. 56.30 75

Determine the internal forces at point C.

Determine the normal force, shear force, and moment at point C. Take that P = 13 kN and w= 10 kN/m. Part A |-–1.5 n -1.5 m 1.5 m-1.5 m-1.5 m- P I mi Part B Determine the normal force at point C. C Part C Determine the shear force at point C Determine the moment at point C B

What is the Maximum moment in kN-m. Given: w = 17, a = 2, b 6, and c= 2. w kN/m CA *-cm tom B D. kam b m Next

Calculate the force in member CD.

Q.3. Determine the length b of the triangular load and its position a on the beam such that the equivalent resultant force is zero and the resultant couple moment is 8 kN.m clockwise. 4 m 16 kN/m 2 kN/m

22:26 6m 4. Axially rigid beam AB has E = 200 GPa and I = 5×10 m, and the truss members BC has E = 200 GPa and A = 5x105 m². Use slope deflection method and determine the support reactions at A and the truss member force under the action of 10 KN force acting at B _||| B 4m с YH25 10 kN X

Cross method. Given the continuous beam with the loads and the parameters indicated in it, determine (i) the reactions in the supports; (ii) the bending moment diagram. El is constant throughout the beam. 25KN 20 KN/m 40 KN/m 50 KNm 1m 1m 1m Зт 2m 3m

Determine the displacement at C and the slope at for the beam in Fig Q9. El is constant. Use the moment-area theorems 4 kN 4 kN ]C . B 3m 5 m- 3 m Fig Q9

What is the Maximum moment in kN-m. Given: w = 17, a = 2, b 6, and c = 2. w kN/m CA D. -am *-cm bm Next