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100 kpa . 10 kpa Problem #3: Determine the in plane normal stress and in plane shear stress of the displayed element (see right) oriented counterclockwise 20o. 40 kpa

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(1o0,-l0) 20 7o4 Cuntre of Mals 4o 100十40 2. 彡 40 Rudins of Mokb Lirede TCtve M Tan = 31.62 kPa 18.43 oin on element 2 58:4

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