Bi-axial state of stress at a point is shown below. What will be the value of principal stressesand maximum in-plane shear stress.80 MPa50 MPa100 MPa *100 MPa80 MPa

From the given figure, σx = 100 MPa σy = 80 MPa τxy = 50 MPa

Answered: Bi-axial state of stress at a point is…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Learning Goal: The state of in-plane stress at a point on an element of material is shown. Let o = 55.0 ksi, oy = 16.0 ksi and Try = 10.0 ksi. Use this information to represent the state of stress of the same point that is rotated through an angle of 0 = 35° b b OT ▼ Part A - Normal and shear stress on element sectioned at plane a a Using the element sectioned at plane a-a and the rotated coordinate system shown, determine the normal and shear stresses, or and Try, respectively, acting on plane a-a ▼ Part B - Normal and shear stress on element sectioned at plane b-b Using the element sectioned at plane b-b and the rotated coordinate system shown, determine the normal Or Try and shear stresses acting on plane b-b. Express your answers in ksi to three significant figures separated by a comma. View Available Hint(s) VE ΟΙ ΑΣΦΑΛΙ b vec 0 ksi
The state of stress at a given point is given in the following figure. Use Mohr’s circle to find: a) The principal stresses b) The maximum in-plane shear stresses. For both cases you must draw a rotated element including all stresses and the angle of rotation. You must draw a properly labeled Mohr’s circle.
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The state of plane stress at a point on the surface of a cylindrical pressure vessel is shown in Figure Q2. Determine the following quantities using Mohr's circle (Remarks: You must show these stresses and directions in which they act on an elemental stress block): Q2. (а) 10 kPa 50 kPa 30 kPa Figure Q2 The stresses acting on an element oriented 40° counterclockwise from the position shown in Figure Q2. (i) (ii) The principal stresses. The maximum in-plane shear stresses and the orientation of the element which they act. (Remark: Elemental stress block is not required for upon this case). (iii) (b) Identify FOUR (4) differences between plane stress and plane strain transformation.
12 MPa 4 MPa 15 MPa For the given state of stress. The orientation of the planes of maximum in-plane shearing stress (in degrees) is *
Determine the equivalent stress state of an element oriented 30° clockwise with respect to the element illustrated in the figure below.
I need answer within 20 minutes please please with my best wishes
Determine the equivalent state of stress on an element if it is oriented 40° clockwise from the element shown. Ox' = ay' = Tx'y' = 70.2 Mpa -53.8 Mpa 205.6 Mpa + 35.5 Mpa 150 Mpa 32.5 Mpa -70.5 Mpa 64.5 Mpa -100.2 Mpa 100.2 Mpa 50 Mpa 250 Mpa
4. The state of plane stress at a point is represented by the stress element below. Determine the stresses acting on an element oriented 30° clockwise with respect to the original element. 50 MPa 80 MPa 80 MPa 25 MPa * 50 MPa
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The stresses shown below act on horizontal and vertical planes through a point on the surface of a stressed body. Use Mohr's circle to determine (a) The principal stresses and the maximum shear stress at the point. (b) The normal and shear stresses on the inclined plane A-B shown in the figure. A 6 ksi 45° 10 ksi B

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Bi-axial state of stress at a point is shown below. What will be the value of principal stresses and maximum in-plane shear stress. 80 MPa 50 MPa 100 MPa 100 MPa 80 MPa