5. A vertical cantilever is loaded by hydrostatic pressure. Assume the following stress state 0x Oy...

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5. A vertical cantilever is loaded by hydrostatic pressure. Assume the following stress state 0x Oy = Try qx y + 4c qx 2 3qx 8c3 1/3 (-27y + 5 2xy). cry), 4c3 +qx 3y (1-31). 4c - (c - y) - 803 (C - y) + Y q3 403 5-c2 (c - y), (3) where q is the weight of a unit volume of the fluid, so that the intensity of the pressure at depth x is qx. Does the above stress distribution fulfill x (1) (a) equilibrium equations, (b) force boundary conditions in the longitudinal and horizontal boundaries and (c) does the force resultants at the bottom form an equilibrium force system? (2) H + 5. A vertical cantilever is loaded by hydrostatic pressure. Assume the following stress state 0x Oy = Try qx y + 4c qx 2 3qx 8c3 1/3 (-27y + 5 2xy). cry), 4c3 +qx 3y (1-31). 4c - (c - y) - 803 (C - y) + Y q3 403 5-c2 (c - y), (3) where q is the weight of a unit volume of the fluid, so that the intensity of the pressure at depth x is qx. Does the above stress distribution fulfill x (1) (a) equilibrium equations, (b) force boundary conditions in the longitudinal and horizontal boundaries and (c) does the force resultants at the bottom form an equilibrium force system? (2) H +

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I see that you have presented an image of a problem statement and a diagram regarding a vertical cantilever loaded by hydrostatic pressure along with equations representing the stress state in the can... View the full answer