1. For the element shown, use Mohr's circle to find the principal stresses and the rotation...
Q5: 10-56 Determine the principal stresses and the maximum shear stress using Mohr's circle. The following data sets give the stresses on the initial stress element (ox=300 MPa; Oy=-100 MPa; Txy=80MPa CW). Perform the following operations: (a) Draw the complete Mohr's circle, labeling critical points including 01, 02, Tmax, and Oavg. (b) On Mohr's circle, indicate which line represents the x-axis on the initial stress element. (c) On Mohr's circle, indicate the angles from the line representing the x-axis to...
Using Mohr's circle determine for the below differential element: a) the principal stresses and the plan on which they act. Show the stresses on a properly oriented differential element. Label all stresses. b) the maximum shear stress and the plan on which they act. Show the stresses on a properly oriented differential element. Label all stresses. c) the stresses on a differential element 40 degrees clockwise from the original element. Show the stresses on a properly oriented differential element. Label...
Use Mohr's circle 5. For the stress element shown, use components associated with an element rotated counterclockwise 30°. Show values on the rotated element. alytical means or Mohr's circle to determine the stress Use previous "diameter" determined by "plotting" the given stresses, then ADD 60° CCW from that diameter to find new points on the circumference of Mohr's circle. 60 MPa 30° 100 MPa Once again, try just using plain geometry to determine those points. 48 MPa
2. A soil element is shown below. By means of Mohr's circle and the use of the pole method, determine the following: a. Magnitude and orientation of the major and minor principal planes. b. Stresses (magnitude and direction) on the horizontal plane. 6 MPa 2 MPa 2 MPa 4 MPa
Problem 3 For the following stress state, draw a Mohr's circle diagram, find the principal stresses and maximum normal stress. Also determine 'clockwise' rotation necessary to achieve o. ax 10 ksi, ay 24 ksi, txy 6 ksi
just number (2) JIRJOILUIL 1) Find the rotation matrix needed that will give the principal stresses for [12 15 01 0 = 15 -4 0 MPa. lo 0 -5] Clearly indicate the angle of rotation used. 2) Solve (1) using Mohr's circle (not graded but solution will be provided).
your Consider the element in plane stress as shown below. () (2 points) Draw corresponding Mohr's circle coordinate axes with appropriate labels, center point A. radius of the circle (1) (3 points) Using the Mohir's circle, find the magnitude of the principal stresses and principal directions. Show them on a sketch of a properly oriented clement (c) (3 points) Using the Mohr's circle, find the magnitude of the maximun shear stress and associated normal stresses Show them on a sketch...
4. (a) Find the normal and shear stresses on the plane indicated on the element. (6) Sketch Mohr's circle. (b) Determine the principal planes and the principal stresses using Mohr's circle approach. Sketch the results. (25 points) .80 M Pa 120 MPa •40 MPa
3. For each of the plane stress states listed below draw a Mohr's Circle diagram properly labeled, find the principal normal and shear stresses and determine the angle from the X- axis to di. Draw the principal stress element and the maximum shear stress element. (a) 0 = -8 MPa, ay = 7 MPa, Try = 6 MPa (CW) (b) 0 = 9 MPa, y = -6 MPa, Try = 3 MPa (CW) (c) 0:= -4 MPa, y = 12...
Q2: (10 points) Consider the Mohr's circle (shown to the right) for an element. The principal stresses or element related to this plot occur at an orientation 40 degrees C.C.W. from the initial stress configuration (original x,y axes) (a) Determine the principal stresses (b) Determine the initial stress configuration (c) Determine the maximum shear stress magnitude and the angle it occurs at relative to the initial stress configuration. 55 ksi -5 ksi