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RE: Problem with DFF command not check in steel design with STAAD Pro SS6 built 20071150 (Latest built)

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We do understand where you are coming from and the fact that with the way it is currently implemented, it could result in a significant amount of extra work in scenarios where the same load combinations need to be checked both for serviceability and strength. An enhancement request ( Id # 334336) has been filed asking for this to be modified.

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