3. For the stress system shown, calculate the magnitude of the shear stresses On T, and the angle a. (72 MPa; 69.25°). 60 MPa 100 MPa 50 MPa α 70 MPa
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- 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 xy axes, that is, determine crv, tr(_, and t. Show the results on a sketch of an clement oriented at B = 10A cantilevered beam is loaded as shown. The cross section at the wall is shown, with points of interest A (at the top), B (at the center), and C (midway between A and B). 200 mm where F= 1.4 kN F B 50 mm 50 mm Cross section at wall NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part.Q1. For the given cube below, complete the following: 1.find the center, radius (R), principal normal stresses (σ and σ3), max shear stress (Tmax) and draw the Mohr's Circle. 2. Find the stresses on a plane that is rotated 60° clockwise from the horizontal plane. 6PSE IPSF 10pst 60⁰ TOPST IPSF 6PSF
- The state of plane stress at a point is represented on the element shown in the figure below. (a) Determine the principal stresses acting on this point, and the corresponding orientation (angle). (b) Determine the maximum in-plane shear stress, and the corresponding orientation (angle). Also determine the associated average normal stress. Draw Mohr's circle and show the stresses on the circle. 16 MPa 10 MPаThe stresses at a point in a bar are 200 N/mm2 (tensile) and 80 N/mm2 (compressive). Determine the resultant stress in magnitude and direction on a plane inclined at 60° to the axis of the major stress. Also determine the maximum intensity of shear stress in the material at the point.The figure depicts the state of plane stress at a point. Sketch Mohr's circle 20,, o,, 02, and TMax for stress. Indicate on your drawing the following InPlane 13 ksi 2.5 ksi 25 ksi 25 ksi 13 ksi Determine the following: 01. O2. 0p. |TMaxl-
- To determine the normal and shear stresses on the indicated plane, we must first determine the orientation of the inclined plane relative to the x face of the stress element. Determine the magnitude of the counterclockwise angle between the x face and the inclined plane. Assume Sx = 170 MPa, Sy = 105 MPa, Sxy = 85 MPa, and ß = 65°. Sx Sxy В Sy Answer: 0 = 25 X O'Determine the equivalent state of stress on an element if it is oriented 30° clockwise from the element shown. Use the stress-transformation equations. 300 MPa 950 MPthe state of stress at a point can be described by óx=36 MPa and Txy= 17MPa a second coordinate system is rotated by theta35 degrees What is the normal stress in the direction of the x' axis what is the shear stress in the y'-direction for the faces with a normal in the x'-direction what is the normal stress in the direction of the y'-axis
- A plane element is subjected to stress as shown in below figure. Determine the radius of the mohr circle drawn for this state of stress. 40 MPa 40 MPa 60 MPaProblem 2: For the plane stress state listed below, draw a Mohr's circle diagram properly labeled. Keep in mind that the principal stress is that stress state where the shear stress is zero. That means it is the stress state along the normal stress line in Mohr's space. So, use your Mohr's circle to find the principal normal and shear stresses, and determine the angle from the x axis to o1. 0x = 20 kpsi, oy =-10 kpsi, Txy = 8 kpsi cwThe state of plane stress at a point with respect to the xy-axes is shown in Fig. (a). Using Mohr's circle, determine (1) the principal stresses and principal planes; (2) the maximum in-plane shear stress; and (3) the equivalent state of stress with respect to the x'y'-axes. Show all results on sketches of properly oriented elements. y20 MPa 50° 40 MPa 16 MPa (a)