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Joined August 19th, 2023
May be used, consisting of a top part of a likely column and a reduced component of an upright column with an enlarged base. The lower part can maximize the uninterrupted dirt, effectively improving the uplift as well as compression security of the foundation with the funeral deepness. No unique requirement is positioned for calculation of deep stack structures. Specifically, the top part is computed utilizing the method applicable to likely column foundations, while the reduced part is compute…
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