a force q of magnitude 3kips is applied to machine element AB. the uniform thickness of the element is 0.8. Determine the normal and shearing stresses at point A

Determine by the RITTER method the forces and the types of stress in the  bars in the bars AE, DE and DB.

The aluminum and steel pipes shown in the figure are fastened to rigid supports at ends A and B and to a rigid plate C at their junction. T -Steel pipe %₂ Aluminum pipe Ⓡ The aluminum pipe is twice as long as the steel pipe. Two equal and symmetrically placed loads P act on the plate at C. (a) Obtain formulas for the axial stresses and in the aluminum and steel pipes, respectively. (Enter the magnitudes. Use the following as necessary: P, E E A and A.) (b) Calculate the stresses and (in psi) for the following data. (Enter the magnitudes.) P = 15 kips A₂ = 9.05 in ², cross-sectional area of aluminum pipe A = 1.16 in², cross-sectional area of steel pipe E₂ = 10 x 106 psi, modulus of elasticity of aluminum E = 29 x 106 psi, modulus of elasticity of steel psi psi

Q-2-dimensional fluid elements is subjected to hydrostatic pressure 20 MPa. The maximum shear stress (in MPa) at the point is..?

Solve using Mohr’s circle

Part 2,3,4

50 MPа A 35 MPa B 30 90 MPa The state of stress at a point in a member is shown on the element. You are required to determine the normal stress and shear stress acting on the inclined plane AB and show the result on the sectioned element: Using the method of equilibrium, and NOTE: support your answer with sketches and the FBD.

Please answer number 47, which is to do number 15 with mohr's circle

Please use Mohr's Circle.

7-3. For the given state of stress shown, determine: (a) the principal stress, and (b) the maximum in-plane shear stress and the associated average normal stress. Also, for each case, determine thecorresponding orientation of the element with respect to the element shown, and sketch the results oneach element.