Problem 4 In Figure 4, a 5-kg uniform serving table is supported on each side by two pairs of identical links, AB and CD, and springs CE. If the bowl has a mass of 1 kg and is in equilibrium when = 45°, and the springs of stiffness k each are unstretched when 0 = 90°. Neglect the mass of the links. (a) Draw the free body diagram. You need to specify the positions of the gravity center of the bowl (yGb) and table (yot) as well as the deformation of the spring (xc) (b) Express yGb, yGt and xc in terms of 0. (c) Find the virtual displacements SyGь, SyGt and Sxc of the positions due to a virtual rotation Se. (d) Write the virtual work equation. 250 mm 150 mm (e) Determine the stiffness of each spring. 250 mm Figure 4 k 150 mm

solve correctly and show the complete solution.

a. The beam weighs 3600N. Draw the V and M diagram. b. Assume we do not know the weight of the beam the solid steel bar has a square cross section of side b and is supported as shown. We know that density of steel is 7860 kg/m, calculate the dimension b for which the maximum normal stress due to bending is 50 MPa. L. C D VAR 2m +12m -1.2 m-1.2 m 1.2 m-

The cross section is rectangular with a base of 4 in and height of 5 in A force of P= 12 kip is acting on the beam 4.5 ft 4.5 ft 3 ft- Part A Determine the absolute maximum bending stress in the beam, assuming that the support at Bexerts a uniformly distributed reaction on the beam Express your answer to three significant figures and include appropriate units.

Before the uniform distributed load is applied on the beam, there is a small gap of 0.2 mm between the beam and the post at B. The post at B has a diameter of 40 mm, and the moment of inertia of the beam is I = 875 (10°) mm“. The post and the beam are made of material having a modulus of elasticity of E = 200 GPa. Part A Determine the support reaction at A. Take w = 27 kN/m . (Figure 1) Express your answer with the appropriate units. HÀ A, - Value Units Submit Request Answer Part B Determine the support reaction at A. Express your answer with the appropriate units. igure 1 of 1 A, - Value Units Submit Request Answer Part C Determine the support reaction at B. I m |B 0.2 mm Express your answer with the appropriate units. 6 m 6 m ? By = Value Units

Part 2. Show Complete solution and appropriate free body diagram.The uniform beam weighs 200 kg and carries a 500 kg crate as shown. Determine the reaction at the support at A and B.

The uniform beam has a mass of 57 kg per meter of length. Determine the reactions at the supports. Al Answers: Ay= B, y By- 2.4 m ZZZ N N N 1 m 270 kg B

Two rigid beams are connected by two elastic bars. The first beam is fixed at point A, while the second is simply supported at point B. Bar 2 is heated by a temperature AT. Compute the forces in the two bars. EA EA, ar

Solve this questions I upvote

2- For the beam given in the figure, a Find the equation of elastic curve by integration method. b- Draw (T), (M.) diagrams of the beam. c- Find the support reactions. Explanation: Mumbers in the last dinit of har A q=a+b+c 2q Xh B