Take the micro-body from the self-loading member, and bear the stress on it as shown in Figure a. Please determine the principal stresses and principal directions
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- -26 A rectangular plate of dimensions 125 mm × 75 mm is subjected to tensile stress sy= 67 kPa and compressive stress a. If it is known that the normal stress along the diagonal t—t is ??t= -6.57 kPa, find stress ??y on element A. aThe state of stress on an element along the hydraulic lift cylinder on a truck is trv= — 5 MPaLFind the maximum shear stress on the clement and show the state of stress on a sketch of a properly oriented clement.An clement m plane stress from the frame of a racing car is oriented at a known angle 8 (sec figure). On this inclined clement, the normal and shear stresses have the magnitudes and directions shown in the figure. Determine the normal and shear stresses acting on an clement whose sides are parallel to the \y axes, that is, determine crv, tr(_, and t, Show the results on a sketch of an clement oriented at B .
- -18 through 7.4-25 An clement in plane stress is subjected to stresses a,, ay., and axy. (see figure). Using Mohr’s circle, determine (a) the principal stresses and (b) the maximum shear stresses and associated normal stresses. Show all results on sketches of properly oriented elements.The stresses acting on an element are x= 750 psi, y= 600 psi, and xy = 400 psi. Determine the principal stresses and show them on a sketch of a properly oriented element.Use Mohrs circle to find the principle stresses and determine the normal and shear stresses acting on a plane 45 degrees counter clockwise from the Y-plane. Sketch showing the exterior stresses.
- Forces of Px = 580 lb and Py = 220 lb act on the teeth ofthe gear shown in Figure 1. The gear has a radius of R =6 in., and the solid gear shaft has a diameter of 2.0 in.Using a = 5 in., determine the normal and shear stressesat (a) point H and (b) point K. Show the orientation ofthese stresses on an appropriate sketch.A machine component is fabricated from a bent tube as shown below. One part of the tube lies along the z- axis, and the other part is parallel to the y-axis. The outside diameter of the tube is do 122 mm and its inside diameter is dį = 108 mm. A force F = 8.5 kN acts along a line from point 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: • L₁ 258 mm L₂ = 118 mm • L -281 mm LA-602 mm 4 P (α₂₁)A- (₁2) A (Tmax) A L2 Z ²1 00 B L₁7 number (rtol=0,01, atol=1e-05) number (rtol-0.01, atol-1e-05) number (rtol-0.01 atol-le-057 F 0 MPA LA D L3 y 0 0State of stress at the wall and the roof of the following circular opening bafore the excavation is (a] = |0 4. Find the induced stress components at point a. R W with respect to the given x-y coordinate systerm, and expresst them in the matrix form. b. Find the total stresses at point W, and give them in matrix form. c. Repeat (a) and (b) for the roof. d. Find the stresses oy, Ciy, and tyy at point A which is located at a radial distance twice the radius of the tunnel.
- 6. The figure below shows the geometry and loading of segment of a crankshaft. The diameter of the upper shaft is 20mm. Determine the principal stresses and the maximum shear stress at point A, which is located on the surface of the upper shaft at the zo axis. b-80 mm Xo bz = 120 mm by- 40 mm P-LOKNThe forces applied to pulleys are given as shown below. Accordingly, show the stress state at point A on a 2-dimensional stress element and find the Von-Misses equivalent stress.Considering the original state of stress as shown in figure below and recalling the already developed equations for normal and shear stress at an angle Ɵ c.c.w from x-axis, mathematically prove that the planes of maximum in-plane shear stress are inclined at 45o to the principal planes.