Sketch Mohrt's circle for the following state of stressσx = 30 MPa, σy = -50 MPa and Txy = 45 MPa|Determine the following values from the Mohr's circle in the previous problem|Ocenter:Radius:MPaMPaMPa01:02:MPaMPaTin-plane maxσ

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Answered: Sketch Mohrt's circle for the following…

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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Question 2 For the stresses of plane stress state is ox = -8 MPa , Oy = 7 MPa and Txy = -6 MPa Draw a Mohr's circle diagram. Draw stress element for the given stresses Find the principal normal and shear stresses, and determine the angle from the x axis to ơ1 Draw the stress element for the principle stress. Using stress transformation, find the principle stresses and the angle of o, Determine the stress transformation for the angle Ø = 25°
A member is subjected to a major stress of 110 MPa (tensile), minor stress of 40 MPa (tensile) along with a counter clockwise shear stress of 30 MPa. Calculate the Normal stress, tangential stress, Resultant stress and its inclination on plane make 20 to major stress. Validate your analytical results by drawing Mohr’s circle. i) Normal Stress (unit is MPa) = (ii) Tangential Stress (unit is MPa) = ) Resultant Stress (unit is MPa) Resultant inclination (unit in degree) =
Illistrate Mohr's circle for the given plane stress state. Including the coordinates of the points, show the points with the faces of the figure, the center of the circle and the magnitude of the radius. 7. 3kPa 5kPa 1kPa
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Calcuate Shear and Bending From Point A to Point B and Point A to Point C. Draw a FBD from point A to point B and another for point A to C indicating what stresses are been calculate. Use the stress tensor and stress cube to Indicate what forces are acting at point A. Force apply at point B is 70lb Distacen from Point A to B is 12 in or 1 feet long Distacen from Point A to C is 3 in Handle diameter 0.625 in
Question 1. P T The figure (not drawn to scale) shows a cylindrical column submitted to a combined load: a compression of and torsion. Given column diameter d = 29 mm, compressive load p = 110 kN, and torque T = 500 N.m, calculate the maximum shear stress Tuast and the Von Mises stress ov Enter your answers in the boxes below, correct to one decimal place. The answers are acceptable within a tolerance of 1 MPa. Tmax [ MPa MPa OVM:
The state of stress at a point in a component is ox = -14 ksi, oy = -20 ksi, Txy-4 ksi. Sketch the state of stress at the point in x-y and the calculate the principal stresses and the magnitude of the maximum shear stress. OA = ksi OB ksi Magnitide of tmax ksi %D
A rectangular column (blue color) is fixed to a rigid ground (brown color). As shown in the figure, the column is under two external loadings at C. Determine the state of stress at point K of the column and represent the stress components on a stress element.
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Q2- Show the stress components of a point in plane stress on the square in Figures below: Ty = 18 ksi Oy = 85 ksi (T) = 27 ksi (C) Oxx 1- 18 ksi %3D = 100 MPa (T) =-75 MPa 2- = -75 MPa = 85 MPa (T)
For the plane stress sigma x = -8MPa, sigma y = 7MPa, tow xy= 6MPa cw, draw a Mohr’s circle diagram properly labeled, find the principal normal and shear stresses, and determine the angle from the axis to . Draw stress elements
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Sketch Mohrt's circle for the following state of stress σx = 30 MPa, σy = -50 MPa and Txy = 45 MPa| Determine the following values from the Mohr's circle in the previous problem| Ocenter: Radius: MPa MPa MPa 01: 02: MPa MPa Tin-plane max σ