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:
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0x = Ox 2 Txy M dy=[cos20 - cos201)] 2 [4log(sin0/sin0) - cos202 + cos20)] X t 2 [2(02-01)+sin202 - sin201] 02 a a 0
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Since 0 do Ox 2X 0 0 cos0 TO But dX trde sin 0 2t cos 0 sin 0 do 0 dt 2t T...View the full answer
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Related Book For
Elasticity Theory Applications And Numerics
ISBN: 9780128159873
4th Edition
Authors: Martin H. Sadd Ph.D.
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