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What do you do when the number of reinforcement below is bigger than the one above
PleaseHow do I ascertain if prota over sized my pad footings?
Great work
How can the problem then be solved?And which other software can give a more accurate estimation
Haw can steel on lower column floor be less than the top 😢😢😢. It is wrong
Exactly.
This applies to ETABS as well.
@@ridwantician haw can we correct this in prota
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.
@@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
It will be sample project explaining ? From Turkey 👍👍👍👍
What do you do when the number of reinforcement below is bigger than the one above
Please
How do I ascertain if prota over sized my pad footings?
Great work
How can the problem then be solved?
And which other software can give a more accurate estimation
Haw can steel on lower column floor be less than the top 😢😢😢. It is wrong
Exactly.
This applies to ETABS as well.
@@ridwantician haw can we correct this in prota
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.
@@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
It will be sample project explaining ? From Turkey 👍👍👍👍