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. (a) 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 upon which they act. (Remark: Elemental stress block is not required for this case). (iii) (b) Identify FOUR (4) differences between plane stress and plane strain transformation.

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
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Chapter7: Analysis Of Stress And Strain
Section: Chapter Questions
Problem 7.2.8P: An element in plane stress on the fuselage of an airplane (figure part a) is subjected to...
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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.
Transcribed Image Text: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.
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