Kiri Robbie Posted February 15, 2021 Share Posted February 15, 2021 With the static loading (first) discussion, you mentioned a secondary pivot point of timber/rubber can be used if a suitable pivot point cannot be achieved. In this case, what is the process (if any) of sizing and positioning these secondary pivots? Link to comment Share on other sites More sharing options...
Stuart Edwards Posted March 18, 2021 Share Posted March 18, 2021 This is done geometrically relative to the size of the load and location of the centre of gravity. For example, as the load is tailed, determine the point at which the CoG would go past the tipping point and become unstable. The new pivot point should be sized that it is engaged prior to the tipping point. Link to comment Share on other sites More sharing options...
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