= A machine component is fabricated from a bent tube as shown below. One part of the tube lies along the z- 122 mm and its axis, and the other part is parallel to the y-axis. The outside diameter of the tube is do inside diameter is di 108 mm. A force F: 8.5 kN acts along a line from point C to point D. Determine the principal stresses and the absolute maximum shear stresses at points A and B. Note that point A lies along the y-axis and point Blies along the x-axis. = Given: . . S L₁ 258 mm L₂=118 mm 281 mm 602 mm La LA (ap)A- (012) 4- (Tmar) A X U 7L₁-7 L2 00. number (rtol=0,01, atol=1e-05) number (rtal=0.01, atol=1e-05) number (rtol-0.01, atol=1e-05) F 0 MPa MPa MPa LA D L3 y

3- Calculate the total stresses and show the stress profiles in section A-A due to loading F1 and F2 subjected to the tip section of the arm with length L. A F2 F1

Correct ans is 40,30 option b

The stresses shown below act on horizontal and vertical planes through a point on the surface of a stressed body. Use Mohr's circle to determine (a) The principal stresses and the maximum shear stress at the point. (b) The normal and shear stresses on the inclined plane A-B shown in the figure. A 6 ksi 45° 10 ksi B

All of the parts, please. Thanks!

The principal strains at a point on the aluminum surface of a tank are P1 = 630(10-6) and P2 = 350(10-6). If this is a case of plane stress, determine the associated principal stresses at the point in the same plane. Eal = 10(103) ksi,nal = 0.33.

For the shaft shown below, determine the normal and shear stresses acting on the element located at point A, including stress concentrations. Then draw the stress element at A with the applied stresses and determine the three principal stress (0₁, 2 and, σ3) using Mohr's circle. r = 0.0042 m, d = 0.03 m, D = 0.033 m, T = 250 Nm P = 1500 N, M = 300 Nm, A M M DEHRƏC T d T P P r

Determine the nodal displacements and the element stresses. E = 105 GPa, v = 0.3, and t = 5 mm. You don't have to calculate everything manually, but can write a code to get some input from you and find the stiffness matrices for instance. 400 mm 3 5 400 mm 30 kN 2

For the stresses given with the cube below: 1. Compute the center, radius (R), principal normal stresses (0₁ and 03), max shear stress (Tmax) and draw the Mohr's Circle. 2. Compute the normal and shear stresses when the cube is rotated 20° clockwise from the horizontal plane and draw them on the cube. 3. The yield point stress (σyp) is 6 kPa. Determine if the material will fail under stresses shown using Tresca's Hexagon. вкра акра 6 экра 8 кра экра 4кра

Please correct solution