God bless broh, this help me a lot during my final year project❤️
@geraldior
2 жыл бұрын
How do you fix, after you design , it fails and you reset select new bars but it still fails
@danieludoetuk622
Жыл бұрын
Wow! This is helpful tips SIR. Please SIR help us run a cantilever slab of 2m subjected by starter columns by the edges of the cantilever in your next video. I have tried this but most columns failed at the cantilever sections. Though with this your inside and example I will try it again
@ogunleyeemmanuel3578
2 жыл бұрын
Am i the only one that has noticed that when designing columns on prota eg storey 1 column pass but column in storey 2 fails and would have to increase section size or numbers of reinforcement. I know this is because of the eccentric moments on the side column. However, i would like to know how this can be solved when in reality we know the column in storey 1 is most onerous than storey 2
@ridwantician
2 жыл бұрын
Thanks for your response. This is a general issue with ProtaStructure. It would have been better if the problem emanates from the analysis then I would've suggested another form of analysis. I'm not sure there's a solution to that. However, I've not experienced that in recent version of ProtaStructure.
@sanya8807
2 жыл бұрын
i also noticed that
@sanya8807
2 жыл бұрын
thanks for the info
@kilobyte7814
Жыл бұрын
Why did you mix different steel bars y16 and y20 shouldn't your reward diameter be uniform
@hamzatmuhammed3507
2 жыл бұрын
For a passed column having a U.ratio above 1, is there a problem ?
@ridwantician
2 жыл бұрын
Yes. It means the RC column can't withstand the axial load. So you rather need to 1. increase the area of rebar whether by increasing the number or the diameter of the rebar. 2. Increase the section of the column.
@kamanziprince7002
Жыл бұрын
@@ridwantician So Reseting Rebars doesnt it's not good idea???
@ridwantician
Жыл бұрын
@@kamanziprince7002 sorry, I don’t get your point
@trevorkawase4408
11 ай бұрын
Thank you 🙏
@danieludoetuk622
Жыл бұрын
What do we do when the column is passed but the U.Ratio is more than 1?
@ridwantician
Жыл бұрын
You should consider increasing the section of the column. If it still lesser, increase the diameter or number of reinforcement. Basically, you just need to increase the load carrying capacity of the column.
@bennetogadu3030
Ай бұрын
Thank you
@NeyadaSriudomwat
6 ай бұрын
ขอบคุณครับ
@uyafredayinaku5055
Жыл бұрын
Pls how do I carry out slab design and detailing
@ridwantician
Жыл бұрын
This video will help you kzitem.info/news/bejne/0K2cn3ynfV-Hd3o
@Magicakp
Жыл бұрын
Thanks bro
@muneer723
Ай бұрын
Sorry to say this, but what u did is very wrong, u r just resetting the bars without redesigning, you can clearly see it before clicking ok, that the column was not designed. Even if you chose Y6 will work base on this ur criteria
@osamahalkhyat7076
Жыл бұрын
very bad Program
@ridwantician
Жыл бұрын
ProtaStructure isn’t a bad program. Whats the issue you’re facing with it?
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