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.

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Chapter2: Loads On Structures
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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.
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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