14.25 Solve Probs. 14.5 and 14.9, using Mohr's circle. 14.5 through 14.8 For the given state...
Consider the given state of stress. Take X = 10 MPa and Y = 45 MPa. Determine the principal planes using Mohr's circle. a) The principal planes are at − ° and °. Determine the principal stresses using Mohr's circle. b)The minimum principal stress is − MPa, and the maximum principal stress is MPa. Determine the orientation of the planes of maximum in-plane shearing stress using Mohr's circle. c) The orientation of the plane of maximum in-plane shearing stress in the first quadrant is °....
Solve using Mohr's Circle 90 MPa 30 MPa 60 MPa Fig. P7.14 7.13 through 7.16 For the given state of stress, determine the normal and shearing stresses after the element shown has been rotated through (a) 25° clockwise, (b) 10° counterclockwise. 7.36 Solve Prob. 7.14, using Mohr's circle.
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.)
12 ksi 8 ksi 18 ksi Fig. P7.8 and P7.12 ess, determine (a) the orienta- -plane shearing stress, (b the (a) the orienta mum in-plane shearing stress, (b th tion of the planes of maximum in-plane shea(a) the ear h 7.12 For the given state of stress, determi the g n maximum in-plane shearing stress, (c) the stress
Mohr's Circle: For the state of stress shown below, sketch the plane stress Mohr Circle on a graphing paper (to scale and using drawing instruments). Staple it to this coversheet. 10 ksi 20 ksi In the space below sketch the element showing the principal planes and the principal stresses (remember to show the angle the element makes with either the X or the Y axis) In the space below sketch the element showing the maximum in-plane shearing stresses, associated normal...
40 M 45 MP 50 MPA - For the given state of stress, Part A: determine analytically (using stress transformation equations): 1) the principal planes. 2) the principal stresses. 3) Sketch the stress element for the above condition 4) the orientation of the planes of maximum in-plane shearing stress, 5) the maximum in-plane shearing stress and the corresponding normal stress. 6) Sketch the stress element for the above condition Part B: Only use Mohr's circle to determine 1) the principal...
40 M 45 MP 50 MPA - For the given state of stress, Part A: determine analytically (using stress transformation equations): 1) the principal planes. 2) the principal stresses. 3) Sketch the stress element for the above condition 4) the orientation of the planes of maximum in-plane shearing stress, 5) the maximum in-plane shearing stress and the corresponding normal stress. 6) Sketch the stress element for the above condition Part B: Only use Mohr's circle to determine 1) the principal...
I need part b please 40 M 45 MP 50 MPA - For the given state of stress, Part A: determine analytically (using stress transformation equations): 1) the principal planes. 2) the principal stresses. 3) Sketch the stress element for the above condition 4) the orientation of the planes of maximum in-plane shearing stress, 5) the maximum in-plane shearing stress and the corresponding normal stress. 6) Sketch the stress element for the above condition Part B: Only use Mohr's circle...
Required information Solve the following problems using Mohr's circle Given: P 84 MPa P 50 MPa Draw Mohr's circle and use it to determine the normal and shearing stresses after the element shown has been rotated through 25 clockwise. (Round the final answers to two decimal places.) Normal stresses: MPa (+ tensile; - compressive) Ox' Gy[ MPa (+tensile; - compressive) Shearing stress: Txy MPa (+CCW on the positive X-face)
Question # 2 110 marks t45 MPa For the state of plane stress shown in the figure: a Construct Mohr's circle (4 marks), b- Determine the principal stresses (2 marks), Determine the directions of principal planes (2 marks), d- Determine the maximum shearing corresponding normal stress (2 marks). a-80 MPa C- stress and the