As a minimum, same rules as per steel design (DJ1, DJ2 & DFF,...) in terms of instantaneous concrete deflection As a nice to have, the long term deflection as per each code (EN in my specific interest)
Thank you for posting this idea. What are the rules that you would expect this capability to offer? This would be part of the concrete design capabilities so this is being moved to the STAAD concrete portal and the team there can continue any further discussions.
And i would like to have in the batch mode of STAAD.Pro; not in Concrete Advance Design module
As a minimum, same rules as per steel design (DJ1, DJ2 & DFF,...) in terms of instantaneous concrete deflection
As a nice to have, the long term deflection as per each code (EN in my specific interest)
Thank you for posting this idea. What are the rules that you would expect this capability to offer? This would be part of the concrete design capabilities so this is being moved to the STAAD concrete portal and the team there can continue any further discussions.