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Dear All, Kindly share your experience regarding type of support assignment (hinge or fixed) in super structure models for computation of pile loads in case of, a, Columns supported in isolated pile caps. b, Columns supported on piled mats. Emphasizing on following parameters, 1, Difference in Pile loads extracted between both cases. 2, Difference in super structure column design between both cases. 3, Difference in lateral stability of super structure between both cases.