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  • 15-02-2024
  • Engineering
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A block with shear modulus G = 7 × 10 ksi is bonded to a fixed base and to a horizontal rigid plate to which a force P = 630 kips is applied. Assume L = 15 in, b = 8 in, and t = 2 in. Determine the shear stress tau in the bonded interface. Determine the horizontal displacement u of the rigid plate.

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