By recalling the main mathematical results concerning the theory of Michell structures,the present paper puts forward an interpretation of the selected numerical methods forconstructing their approximants, that is, trusses with a large number of nodes. The ef-ficiency of one of these methods: the ground structure method in its adaptive version isshown in the context of the L-shaped design domain problem. A large family of highlyaccurate truss approximants corresponding to the point loads acting at selected verticesis constructed and discussed.
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