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    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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