Seems like force ratings would have to be made in the context of specific types of soil...
Anyway, on the forces, assuming you have on stake that is in line with the hammock axis of symmetry (a.k.a. straight back), you take the shear force at the top of the connecting point (what the anchor is holding back) and adjust by an angle that amplifies the force due to geometry. See the attached picture. t is the angle the suspension line is at going to the connection, s is the angle of the stake line with respect to the horizontal.
The pull on the stake is (W/2) / ( tan(t) cos(s) ) where W is the weight of the occupant. [btw the shear force here is (W/2)/ tan (t) ].
Grizz
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