Does ProtaStructure Overdesigns or Underdesigns a RC Column?

[@DovitEngineering]

Please
How do I ascertain if prota over sized my pad footings?

[@tuncayozisitmez2721]

It will be sample project explaining ? From Turkey 👍👍👍👍

[@afzalhussain7466]

Great work

[@SirEphraim]

How can the problem then be solved?
And which other software can give a more accurate estimation

[@amgadmero1320]

Haw can steel on lower column floor be less than the top 😢😢😢. It is wrong

[@ridwantician]

Exactly.

[@SavvyOlawale]

This applies to ETABS as well.

[@amgadmero1320]

@@ridwantician haw can we correct this in prota

[@tomislavzg742]

I didnt watch a video, but if there is no seismic load then maybe there is less reinforcment in lower column because compressio force is larger.

[@DovitEngineering]

@@amgadmero1320 what I normally do is use the top reinforcement to detail the whole columns.
For instance in this video tutorial we have 6Y16 top and 4Y16 down column. I detail the whole column as 6Y16