W= 36 KN /m [3 8 m 4 m I= 0.0004 m, E= 2x10 For All members. Support "C" settles down by 8 mm. 1. Analyze the Frame by using Slope Deflection Method At the end of the calculations, For the Diagrams; Draw only the Moment Diagram Question 2 P= 56 KN W= 25 KN/m 3 m 2 m Determine the reactions at the supports A, and B. Use the Force Method and Select the reaction at the roller at B as the redundant. Draw S.F.D and B.M.D for the whole Beam |= 0.0004 m4 , E= 2x108 KN/m2. P= 32 KN 2 m 2m

Determine the support reactions and joint forces on the compound beam in the figure. There is a hinge at point B

a) The truss structure in Figure Q4 is supported at A and D with downward vertical load F1 acting at joint E and a downward vertical load F2 acting at joint C. The length of each truss member AB, BE, BC, CD and CF is 1.25 m. If F1 = 95 kN and F2 = 225 kN, determine the reaction force RA and RD at the supports A and D. Give your answers in kilonewtons (kN) to two decimal places. F1 E A В F2 Figure Q4 b) For the truss structure in Figure Q4, determine the forces FAE, FAB and FCF acting in members AE, AB & CF and clearly state if each member is in compression or in tension. Give your answers in kilonewtons (kN) to two decimal places. c) A solid homogeneous truss tie-rod has a diameter of 9.52 mm and an original length of 1.75 m experiences a stress of 600 MPa when placed under tension. If the material used for the truss tie-rod has a Young's Modulus, E, of 5.8 x 1011 N/m², calculate: (i) the tie-rod's extension in millimetres (mm); (ii) the strain energy (U) in Joules; and (ii) the strain…

3. Determine the reactions at the supports, then draw the moment diagram. The moment of inertia for each segment is shown in the figure. Assume A and C are rollers and B is a pin. Take E = 200 GPa. 20 kN 20 kN LAB 120(10) mm² [BIBC = 90(106) mm² C |3m|3m|3m| 50 KN 4 m -4 m