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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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What different of command?.
LOAD LIST 101 TO 107 and LOAD LIST ENVELOPE 1
which Envelope 1 include load no. 101 to 107 ?
I remember that I ever use this command in SS4 without define any envelope.
STAAD can check code and check the deflection.

Does it's mean in the SS6 we must define and evelope for check deflection limit

and for steel design code check we must define envelope or not for the correct result ?.

With most of my code only use LOAD LIST ... TO ... command.

Regard.


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