hand-written solutions only. correct answers upvote Several forces are applied to the pipe assembly shown. Knowing that each section of pipe has inner and outer diameters equal to 36and 49 mm, respectively, determine the normal and shearing stresses at point Hlocated at the top of the outer surface of the pipe.300150 N250225225150 NH100 N175100 NDimensions in mmThe normal stress is -The shearing stress is-MPa.MPa.

Answered: Several forces are applied to the pipe…

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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Three forces are applied to the bar shown. Determine the normal and shearing stresses at (a) point a, (b) point b, (c) point c.
At a point in a stressed body, the cartesian components of stress are sigma xx = 60 MPa, sigma yy= -40 MPa, sigma zz = 20 MPa, tau xy = -40 MPa, tau yz = 20 MPa, and tau zx= 30 MPa. Determine: (a) The normal and shear stresses on a plane whose outer normal has the following direction cosines: cos (n, x) = 0.429 ; cos (n, y) = 0.514; cos (n, z) = 0.743
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The steel pipe AB has a 72-mm outer diameter and a 5-mm wall thickness. Knowing that the arm CDE is rigidly attached to the pipe and R= 3.4 kN, determine the principal stresses, principal planes, and the maximum shearing stress at point H. (Round the final answers to two decimal places.) R B D 9 kN 120 mm 150 mm 120 mm E The principal stresses at point Hare MPа MPа Ob = The principal planes at point H are Ob The maximum shearing stress at point His MРа.
Learning Goal: The state of in-plane stress at a point on an element of material is shown. Let oz = 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 O through an angle of 0 - 35° b b 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.
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Parvinbhai
For the state of plane stress shown in Fig. (a), determine the maximum in-plane shear stress and the absolute maximum shear stress. Y| 20 ksi (a) 50 ksi
The state of plane stress at a point is shown on an infinitesimal element below. Determine the stresses at the point on an element that is oriented 65° counter-clockwise from the x, y axes shown. Enter the shear stress on this rotated element Ta'y' (with correct magnitude and sign) in kPa correct to 3 significant digits below. 300 kPa y 400 kPa X 400 kPa 300 kPa
2. The stresses shown on the right below act at a point on the surface of a cantilever beam, as shown on the left. Determine the normal and shear stresses at this point on the inclined plane A-B, by using the stress transformation equations. A 70° В. 5 ksi -20 ksi
HWs. 1. The grains of wood in the board make an angle of 20° with the horizontal as shown. Using Mohr's circle, determine the normal and shear stresses that act perpendicular and parallel to the grains if the board is subjected to an axial load of 250 N. -300 mm 60 mm 250 N 250 N+ 20 25 mm 2. The post has a square cross-sectional area. If it is fixed supported at its base and a horizontal force is applied at its end as shown, determine (a) the maximum in-plane shear stress developed at A and (b) the principal stresses at A. 18 in. 3. Determine the principal stress, the maximum in-plane shear stress, and average normal stress. Specify the orientation of the clement in cach case. 20 MPa 8O MPa 30 MP.

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