Consider the given state of stress. Given: X= 6 ksi and Y= 30 ksi. + 6 ksi
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- Consider the given state of stress. Given: X = 7 ksi and Y = 35 ksi. Determine the normal stress using Mohr's circle.Required information Consider the given state of stress. Given: X= 5 ksi and Y= 25 ksi. 6 ksi X Determine the normal stress using Mohr's circle. The normal stress is ksi.Required information Consider the given state of stress. Take X= 8 ksi and Y= 4 ksi. Y + Determine the normal stress. The normal stress is 4 ksi ksi. X
- A state of stress at a point A is given by σx = 45 MPa, σy = 9.1 MPa, and τxy = -5.75 MPa. What is the maximum in-plane shear stress for the point A.Determine the resulting maximum value of the normal stress. Specify the orientation of the plane on which these maximum values occur. **The answer is tensile stress is 0 ksi at 90 degrees. **The answer is compressive stress is 7 ksi at 0 degrees. Can you explain how that is? This was my thought process: I know that tensile would be zero because the force P is actually going inwards and not outwards. I know that means that there would be a compressive force. I am confused on the angles, how is a tensile force going 90 degress if there technically is no force in the tensile direction. And how is there a compressive force at 90 degrees if there is a stress? thank you!A state of stress at a point A is given by σx = -75 MPa, σy = 122 MPa, and τxy = -3.75 MPa. Which of the following is one of the principal stresses for the point A.
- Required information Consider the given state of stress. Take Y = 4 ksi. 10 ksi ces Determine the normal and shearing stresses after the element shown has been rotated through 10 counterclockwise. The normal stress oy is ksi and oy'is ksi, The shear stress Tyyis ksiTwo blocks joined by a single pin are subjected to a pulling force of P = 250 Ib. The pin has a diameter of 0.25 in and the dimensions of the blocks with respect to the figure below are listed below. a = 2.42 in b = 1.52 in C = 1.5 in ti = 0.89 in t2 = 1.2 in Note that the dimensions b and c represent the distance from the edge of the block to the middle of the pin t, 1 a Vinter201920-Engr220-001/images/9de8f780-b478-3fb6-91f7-bd1015381538_fafc4bb4-e5d Image is not drawn to scale.Consider the given state of stress. Take X = 12 MPa and Y= 55 MPa. Y X 60 MPa Determine the maximum in-plane shearing stress using Mohr's circle. The maximum in-plane shearing stress is MPa.
- Construct a Mohr's circle for the following point stresses: ox = 60MPa, oy = 10MPa and Txy = +20MPa, and hence determine the stress components and planes in which the shear stress is a maximum.Determine the equivalent state of stress on an element if it is oriented 30° clockwise from the element shown. Use the stress-transformation equations. 300 MPa 950 MPProblem 2: A state of plane stress at a point on the surface of a structure consists of the following stress components: Ox = 18 ksi, oy = 24 ksi, and Txy = 15 ksi. Note that the stress components act in the directions shown on the element below. Ox Txy 24 ksi бу 18 ksi 15 ksi (a) Draw a complete Mohr's circle for this stress state. Clearly label the X and Y faces, the center C, and the radius R. (b) Using Mohr's circle, determine the stress components Ox, Oy, and Txy on an element rotated 25° counter-clockwise from the original element shown. Label all of these quantities on the circle. (c) Show all stresses from part (b) on a properly oriented stress element. Be sure to include all stress components acting on the element.