H5.2 kN-m20 kN2.5 in.D400 mmB7.5 kNFig. 6aFig. 77.The thin rectangular plate shown in Fig. 7 is uniformly deformed such that &x=-475 με, &y=+750μɛ, 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.A2.0 in.

Answered: Image /qna-images/answer/118ffac2-7308-4050-aa67-8b21b9ff8c9d.jpg

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.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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