hat is the mportamce of Mohr's stress circle? The major and minor principal stresses at a...
2. At a point in a rock layer underground, the vertical and horizontal principal stresses are 120 kN/m2 and 46 kN/m2 (both in compression), respectively. a) Label the element with the principal stresses b) Draw the Mohr's circle for these conditions. Label the axes. c) On the Mohr's circle, label the major and minor principal stresses, the deviator stress, and the center of the circle. Show all applicable coordinates or values d) What is the maximum shear stress and the...
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...
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...
Draw and use Mohr's circle to determine (a) the principal stresses and (b) the maximum in-plane shear stress and average normal stress. Specify the orientation of the element in each case.
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
Mohr's circle. Determine the
normal stresses ?n and ?t, and the shear stress ?nt at this point
if they act on the rotated stress element shown on the right.
Problem 1.8. Mohr's circle Draw Mohr's circle for the state of stress defined by 01 = 80 MPa, 02 = -20 MPa and T12 = 40 MPa. Using this circle, (1) calculate the stress on axes rotated 60 degrees counterclock- wise from the reference axes, and (2) determine the principal stresses and the corresponding directions. Do these results agree with the results in section 1.3.3?
1. Refer to Figure 1. For the following element draw the Mohr's circle and: a. Locate the pole b. Show and label the tmax plane c. Show and label the major principal plane d. Show and label the minor principal plane e. Determine the horizontal plane stresses f. Determine the vertical plane stresses 100 kPa 30° Figure 1: An element undergoing a stress is shown
1. Refer to Figure 1. For the following element draw the Mohr's circle and: a....
a) Construct Mohr's Circle
b) Determine principal planes and principal stress
c) Determine maximum shearing stress
d) Determine normal stress and shear stress in C plane.
60 MPa 45 MPa 70 120 MPa
Problem 1 - Mohr's circle for plane stress For the given state of stress,[30 complete following: pts. 1. Draw Mohr's circle showing the principal stresses (max & min), center points (C) and radius R. (20 pts.] 60 MPa 180 MPa NMP MPa 2. Determine the principal planes (20and ) and the maximum in-plane shear stress (max). What is the corresponding normal stress (O") for this maximum in-plane shear stress? [10 pts.)