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 = 10.0 ksi. Use this information to represent the state of stress of the same point that is rotated and Try L. through an angle of 0 = 35°. 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.
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 = 10.0 ksi. Use this information to represent the state of stress of the same point that is rotated and Try L. through an angle of 0 = 35°. 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.
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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Transcribed Image Text: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.
Transcribed Image Text: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 ΑΣΦ ↓↑
0
vec
D
?
ksi
+
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