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Recent content by evilstuie

  1. E

    Help need for weight ditribution assessment

    The hoist itself is rated for 4000kg with the 430mm column base going into 150mm concrete base. I'm halving the weight and quadrupling the surface area to account for 25-50mm concrete depth deficit. I found 2 options for reinforcing the hoists to account for less than recommended concrete...
  2. E

    Help need for weight ditribution assessment

    Hi Jayrod, Thanks for the reply. I should have expanded, this is just for my home shed. The original base plate for the hoist columns is 430mm x 250mm and the new plate I've had made is 800mm x 800mm The plates are secured with M19 x 100mm dynabolts. I'm just trying to find if there's an...
  3. E

    Help need for weight ditribution assessment

    Hi All, I'm hoping someone might be able to give me some advice on a shed project. I have a 9m x 6m shed with a 32MPA concrete slab that is 100mm deep. I had pierings of 400x 400x400mm for each column of the shed, as well as 2 additional pierings for a future installation of a car hoist...

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