Hi i have 6 structural analysis questions that i need completed with working out, handwritten and scanned

Question 1 (15 marks) Using the moment distribution method, calculate all reactions and draw the shear force and bending moment diagram s for the following structure: Figure 1: Structure to be analysed for Question 1 Qu estion 2 (15 marks) Reconsider the structure shown in Figure 1, however with the interior span having a stiffness equal to 3 EI . Without performing any calculations, qualitatively explain how your solution to Question 1 will differ under the same loading scheme: Figure 2: Structure to be considered for Question 2 Question 3 (15 marks) Reconsider the structure shown in Figure 2, however with the right most support being fixed. Using you r answer to Question 1, or otherwise, calculate all reaction s and draw the shear force and bending moment diagram s for the following structure: Figure 3: Structure to be considered for Question 3 10m 5m 2m 90kN/m 2EI 2EI 2EI 20kN 1m 10m 5m 2m 90kN/m 2EI 3EI 2EI 20kN 1m 10m 5m 2m 90kN/m 2EI 3EI 2EI 20kN 1m Question 4 (15 marks) Using the moment distribution method, calculate all reactions and draw the shear force and bending moment diagram s for the following structure: Figure 4: Structure to be analysed for Question 4 Question 5 (15 marks) Using the moment distribution method, calculate all reactions and draw the shear force and bending moment diagram s for the follo wing structure: Figure 5: Structure to be analysed for Question 5 Question 6 (25 marks) Using the moment distribution method, calculate all reactions and draw the shear force and bending moment diagram for the following structure: Figure 6: Structure to be analysed for Question 6 For the dimension marked as (**) you may use 2m or 3m 6m 4m 4m 30kN/m 2EI 3EI 2EI 10kN 1m 40kNm 2EI EI 3EI 30kN/m 30kN/m 20kN Hinge 6m 2m 2m 2m 2m 20kN/m 3EI 3EI EI 2EI 6m 3m 2m (**) 3m 3m 3m 50kN 20kN 4m 2m You may assume these supports as Pins