3 Next > < Previous 1 2 30% A 350 mm by 350 mm square ABCD is drawn on a thin plate prior to loading. Subsequent to load

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3 Next Previous 1 2 30 A 350 Mm By 350 Mm Square Abcd Is Drawn On A Thin Plate Prior To Loading Subsequent To Load 1 (22.97 KiB) Viewed 25 times

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3 Next > < Previous 1 2 30% A 350 mm by 350 mm square ABCD is drawn on a thin plate prior to loading. Subsequent to loading, the square has the dimensions shown by the dashed lines in the figure [AA = 0.25 mm, ABY=0.35 mm, 6C = 0.2 mm AD = 0,85 mm, AD - 0.1 mm, L= 350 mm, - 26 " AG, ΔΒ, B D -n AD, D AD, ΔΑ, Determine the normal strain in the n-direction (6) at comer A 1318 u 769
V70 A 350 mm by 350 mm square ABCD is drawn on a thin plate prior to loading. Subsequent to loading, the square has the dimensions shown by the dashed lines in the figure.(AA,= 0.25 mm, AB = 0.35 mm, AC = 0.2 mm, AD,=0.85 mm, AD - 0.1 mm, L= 350 mm, 8= 26* L AC, AB, B on Te AD D AD ΔΑ, Determine the normal strain in the t-direction () at corner A. 310 με 946 E 533 UE
A 350 mm by 350 mm square ABCD is drawn on a thin plate prior to loading. Subsequent to loading, the square has the dimensions shown by the dashed lines in the figure. [AA = 0.25 mm, ABY-0.35 mm, AC = 0.2 mm, AD = 0.85 mm, AD - 0.1 mm, L= 350 mm, 6= 26") L ΔC, ABY B d AD, D ΔΑ, AD, Determine the shear strain (Ynt) at corner A. -2403 prad -6082 urad 4897 prad