C 2.5 in. 400 mm B 7.5 kN Fig. 6a Fig. 7 7. The thin rectangular plate shown in Fig. 7 is uniformly deformed such that &x = -475 µε, &y=+750 uɛ, and Exy=-1,320 urad. (a) Determine the normal strain EAC along diagonal AC of the plate. (b) Determine the normal strain EBD along diagonal BD of the plate. H 5.2 kN-m 20 kN D 2.0 in.
C 2.5 in. 400 mm B 7.5 kN Fig. 6a Fig. 7 7. The thin rectangular plate shown in Fig. 7 is uniformly deformed such that &x = -475 µε, &y=+750 uɛ, and Exy=-1,320 urad. (a) Determine the normal strain EAC along diagonal AC of the plate. (b) Determine the normal strain EBD along diagonal BD of the plate. H 5.2 kN-m 20 kN D 2.0 in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![H
5.2 kN-m
20 kN
2.5 in.
D
400 mm
B
7.5 kN
Fig. 6a
Fig. 7
7.
The thin rectangular plate shown in Fig. 7 is uniformly deformed such that &x=-475 με, &y=+750
μɛ, and Exy = -1,320 µrad.
(a) Determine the normal strain EAC along diagonal AC of the plate.
(b) Determine the normal strain EBD along diagonal BD of the plate.
A
2.0 in.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0176354b-6380-4b3b-a690-4fa0d9bd1e4d%2F118ffac2-7308-4050-aa67-8b21b9ff8c9d%2Fuhk1q8b_processed.png&w=3840&q=75)
Transcribed Image Text:H
5.2 kN-m
20 kN
2.5 in.
D
400 mm
B
7.5 kN
Fig. 6a
Fig. 7
7.
The thin rectangular plate shown in Fig. 7 is uniformly deformed such that &x=-475 με, &y=+750
μɛ, and Exy = -1,320 µrad.
(a) Determine the normal strain EAC along diagonal AC of the plate.
(b) Determine the normal strain EBD along diagonal BD of the plate.
A
2.0 in.
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