(b) A 45° strain gauge rosette is attached to the surface of a steel plate and under a particular loading case, the strain readings are as indicated in Figure Q3(b). Determine: i) the magnitude and nature of the principal strains, and the directions of the planes on which they act; ii) the magnitude and nature of the principal stresses. Data: For steel, E = 200 GN/m and v = 0.3. & = 100x104 En = 300x10 45 45 EA = 400x10
(b) A 45° strain gauge rosette is attached to the surface of a steel plate and under a particular loading case, the strain readings are as indicated in Figure Q3(b). Determine: i) the magnitude and nature of the principal strains, and the directions of the planes on which they act; ii) the magnitude and nature of the principal stresses. Data: For steel, E = 200 GN/m and v = 0.3. & = 100x104 En = 300x10 45 45 EA = 400x10
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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45-degree rosette
*Please answer this analytically!*

Transcribed Image Text:(b)
A 45° strain gauge rosette is attached to the surface of a steel plate and under
a particular loading case, the strain readings are as indicated in Figure Q3(b).
Determine:
i)
the magnitude and nature of the principal strains, and the directions of
the planes on which they act;
ii)
the magnitude and nature of the principal stresses.
Data: For steel, E = 200 GN/m and v = 0.3.
& = 100x104
Es = 300x10
45°
Ea = 400x10
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