

nice and neat please ty The state of stress at a point is 6x = -6...
please write the steps clearly
1. For each stress states listed below, 1) Calculate all three principal stresses and max shear stress 2) Draw a 3D Mohr's circle diagram (a) 0. - 30 MPa, y =-60 MPa, Twy - 30 MPa cw (b) 0,= -40 MPa, 0, = 10 MPa, Twy - 15 MPa CCW (a) 0, 20 kpsi, 0, 0 kpsi, o, - 20 kpsi, ty = 40 kpsi, T -2072 kpsi, and T 0 kpsi
The state of stress at a point is σx = 20, σy = 0, σz = 20, τxy = 40, τyz = -20√2, and τzx = 0 kpsi. Determine the principal stresses, draw a complete Mohr’s three-circle diagram, labeling all points of interest, and report the maximum shear stress for this case.
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.)
5) The state of stress at a point is σχ -20, ơy 20, σ2 -2,Tx3-0, Tyz _ 6 and τζ,--15. Determine the principal stresses, draw a complete Mohr's three-circle diagram, labeling all points of interest, and report the maximum shear stress for this case.
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...
with drawings
Question 4 (CLO5) (6 points) The state of the stress at a point is shown on the element. Determine the following: (a) The principal stresses, and the corresponding orientation of the element (b) The maximum in-plane shear stress and the associated average normal stress at the point. Show the corresponding orientation of the element. (c) Using Mohr's circle (only), determine the stress components at the same point on another element oriented 30° counterclockwise from the position shown. Draw...
A state of plane stress consists of a tensile stress of ox=3 MPa, 0,=5 MPa, and txy=-7 MPa a. Draw the original unrotated element and the corresponding 2-D Mohr's circle construction showing the x-face and y-face coordinates. b. Calculate the principal stresses, o, and O2 and their corresponding principal angles, 0p1,0p2 and show all of these on your Mohr's circle construction and a properly oriented stress element c. Calculate the maximum shear stresses, ITmax and their corresponding angles of maximum...
A state of plane stress consists of a tensile stress of ox=3 MPa, 0,=5 MPa, and Txy=-7 MPa a. Draw the original unrotated element and the corresponding 2-D Mohr's circle construction showing the x-face and y-face coordinates. b. Calculate the principal stresses, 01 and 02 and their corresponding principal angles, 021,092 and show all of these on your Mohr's circle construction and a properly oriented stress element. c. Calculate the maximum shear stresses, ETmax and their corresponding angles of maximum...
Problem 1 (a) (b) For the 3D stress state represented in part (a), draw a labeled 3D Mohr's circle diagram and find the (c) Represent the critical stress components determined for the beam in Problem 1(b) of Homework #3 on a neatly drawn 3D element with properly labeled coordinate axes. principal normal stresses q, ơ2, ơ3 and the principal shear stresses โ1/2, 2/3, t1/3. Determine the angle фр from the x axis to ơ1 and sketch the plane stress elements...
please use the following diagram to answer the questions in
the picture below. feel free to make random dimensions that you
choose to convey the process.
Thank you very much
2 Given the hollow box beam shown below, do the following: 1. Determine the state of stress, expressing the magnitude and direction of normal stress, shear stress, and the internal moment, at point C, Section C-C. Point C is at the juncture of the web and the top flange. Section...