Calculation of column base slabs
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I would like to ask the experts: when calculating the thickness of column foot plates on page P107 of the book \"Chemical Engineering Equipment Design\", does the compressive strength refer to the tensile strength value of the steel plate or its yield limit?
It is also a allowable stress value. In line with the method used for determining the allowable stress in GB150, it is also necessary to divide by a safety factor, although the value of this safety factor is different.