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Hi everyone. I have seen many structural engineers using Pinned column bases for RCC buildings in ETABS and many others are using FIXED ones (soil being of compressible nature in both cases). I want experts to comment on the right approach and also please explain what are the detailing requirements for both cases as I have seen that people using both approaches use same detailing pattern in which column bars go straightly down to the footing.
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Salam Does the longitudinal bars bending inwards or outwards at bottom effect the behavior of the support. how a more realistic fixed support can be made by detailing of reinforcement? Regards
