Part A The corners of the square plate are given the displacements indicated with di = 0.40 in. and dz = 0.64 in. (Figure 1) Determine the shear strain at A relative to axes that are directed along AB and AD. Express your answer to three significant figures and include appropriate units. (Yzy)A = Value Units Submit Request Answer Part B Figure < 1 of 1> Determine the shear strain B relative to axes that are directed along BC and BA. Express your answer to three significant figures and include appropriate units. 12 in. 12 in. HẢ ? 12 in. (Yzy)B = Value Units Submit Request Answer 12 in. < Return to Assignment Provide Feedback

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Part A
The corners of the square plate are given the displacements
indicated with di = 0.40 in. and d2 = 0.64 in. (Figure 1)
Determine the shear strain at A relative to axes that are directed along AB and AD.
Express your answer to three significant figures and include appropriate units.
i HẢ
(Yay)A =
Value
Units
Submit
Request Answer
Part B
Figure
< 1 of 1
Determine the shear strain B relative to axes that are directed along BC and BA.
Express your answer to three significant figures and include appropriate units.
d,
12 in.
12 in.
HA
?
12 in.
(Yey)B =
Value
Units
Submit
Request Answer
12 in.
< Return to Assignment
Provide Feedback
Transcribed Image Text:Part A The corners of the square plate are given the displacements indicated with di = 0.40 in. and d2 = 0.64 in. (Figure 1) Determine the shear strain at A relative to axes that are directed along AB and AD. Express your answer to three significant figures and include appropriate units. i HẢ (Yay)A = Value Units Submit Request Answer Part B Figure < 1 of 1 Determine the shear strain B relative to axes that are directed along BC and BA. Express your answer to three significant figures and include appropriate units. d, 12 in. 12 in. HA ? 12 in. (Yey)B = Value Units Submit Request Answer 12 in. < Return to Assignment Provide Feedback
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