Following a similar solution procedure as used in Section 8.4.9, show that the solution for a half-space

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Following a similar solution procedure as used in Section 8.4.9, show that the solution for a half-space carrying a uniformly distributed shear loading t is given by:

0x = Ox 2 Txy M dy=[cos20 - cos201)] 2 [4log(sin0/sin0) - cos202 + cos201)] X t 2 [2(02-01)+sin202 - sin201]

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