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An element in plane stress is subjected to stresses Ox, Oy, and Txy (see figure). The...
A rectangular plate in plane stress is subjected to normal stresses Ox =50 MPa, Oy = 25 MPa, and shear stress Txy = -12.5 MPa. The ratio of the magnitudes of the principal stresses (01/02) is approximately: (A) 3.5 (B) 2 (C) 2.8 (0)4
Question 15 (1 point) A material element is subjected to plane stress conditions. The stresses at the point of interest are as follows (units of MPa are assumed): 0x =-87 Oy =36 Txy =-77 Determine the normal strain in the z-direction, Ex, in microstrain (to one decimal place). So if the value is 18.4 E-06, just enter "18.4". You may assume Young's modulus is 72 GPa and Poisson's ratio is 0.3 for this material.
O Due to an applied loading, an element at the point on a machine shaft is subjected to the state of plane stress shown in the figure. O Determine the principal stresses and the absolute maximum shear stress at the point Ox = –20 psi, Oy = Opsi, Txy = -40 psi . 20 psi 40 psi
Part A - Normal Stresses, Shear, and Angles The stress element shown in the figure below is subjected to the indicated stresses of magnitude 0,1 = 35 MPa, oyl = 57 MPa, and Tryl = 41 MPa Oy Txy Determine the principal normal stresses 01 and 02, the maximum in-plane shear stress Tmax,in-plane, and the angles at which they occur relative to the given stress element. Follow the sign convention. Suppose that when the element is oriented at an angle...
1.3-4 An element in plane stress is subjected to stresses ?x-105MPa. ?y-75MPa, and T 25 MPa (see the figure for Problem 7.3-|), xy Determine the principal stresses and show them on a sketch of a properly oriented element. Oy ay Tyx
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...
Plane stress transformation: Given randomly generated values of Ox, Oy, Txy and , calculate the normal stress (on) and shear stress (Tn) on an inclined plane from the following equations: 0, = 70, +0:45 x cos(20) + ?»sin(20) Ins=-70% sin(20) + Tycos(20) Store the results in variables called sigma_n and tau_nt. NOTE: is in DEGREES.
Knowing that for the state of stress shown below Ox = 10 ksi, oy = 11 ksi, and Txy = 8 ksi, determine the magnitude of the maximum in-plane shear stress. Express your answer in ksi to the nearest 100 psi.
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...