Question 4 10 pts Consider the state of plane stress shown below. d) Find the resulting...
4) Consider a state of plane stress in the element shown in Fig 4 below; a) determine the average stress and maximum shearing stresses; b) draw the complete Mohr's Circle, c) find the angle, Op., and d) draw the orientation of the element for principal stresses. 0 -140 MPa 0 205 MPa Tx - 100 MPa Fig. 4
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 °....
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
Question 1: The state of plane stress shown occurs at a critical point of a steel (@y 250MPa ) machine componenL 60 MPa Draw the Mohr's Cercle Determine the Principal Stresses Deternine the factor of safety with respect to yield, using (a) the maximum-shearing stress criterion, and (b) the maximum-distortion-energy criterion. 90 MPa 25 MPao
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...
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Question 24 2 pts If a plane (2D) stress state in the x-Yplane gives a Moh's Circle and the two related points of corresponding to xpianeand (corresponding to y plane as shown below. X C(1,0) MO 26,6° R = 2.24 N Y Knowing the center for the Mohr's circle is C (1.00 MP.OMPal and the radius R-224 MPa, which of the following gives normal stress for the plane for along the original and 5,= CNC-26.6 = 1.00...
need help with these 4 questions
Question 20 2 pts If a plane (2D) stress state in the x-plane gives a Moh's Circle and the two related points at corresponding toxplane) and corresponding to y plane as shown below. TA C(1,0) 26.6° MIO IN R = 2.24 Y Knowing the center for the Mohr's circles C11.00 MPa,OMPal and the radius R-224 MP how to find the direction in real geometry along which the normal stress reaches madu Within the plane...
Problem 6 (15 points) The state of plane stress at a point is shown on the element in Figure 6. a. Using Mohr's circle, determine the principal stresses and the maximum in-plane shear stress and average normal stress. Specify the orientation of the element in each case. b. Represent the state of stress on an element oriented 30° counterclockwise from the position shown in Figure 6. 20 MPa 100 MPa 40 MPa Figure 6 (plot Mohr's circle on the next...
Question 4 20 pts Determine the equivalent state of stress on an element at the point which represents (a) the principal stresses and (b) the maximum in-plane shear stress and the associated (c)average normal stress. Also, for each case, determine the corresponding "orientation" (angles) of the element with respect to the element shown and sketch the results on the element. 80 MPa 40 MPa Upload Choose a File
please help me solve this whole mechanical design
problem
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Q3. (30 points) For the state of plane stress shown, Stresses, σ. σ2 (b) the orientation of the principal stresses, s, (c) the maximum in plane shearing stress, Tmar and (d) its orientation, p. (e) the normal stress at the plane of maximum shear stress, (1) sketch of the rotated plane element for the principal stresses and the rotated plane element for maximum shear stress similar to figure 1, below...