Recent content by ewap98

  1. E

    Math behind tipping/toppling a column or vertical structure

    surely eventually if the support projected far enough you wouldn't be able to tip it? But how far is "far enough"?
  2. E

    Math behind tipping/toppling a column or vertical structure

    I want to know where to look for information relating to toppling. I have looked at stability of equilibrium but the real question is: If say for arguments sake, there is a column 2m high and 1/4m wide - it would be easy, if we knew the weight of the column, to establish the force required...
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