Master Beam Detailing in Etabs 21: The Ultimate Guide
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- Опубликовано: 11 июл 2024
- In this Etabs lecture, we will see how by using Etabs 21 we are able to generate beam detailing for our project.
#etabs #etabstutorial #buildingdesign
0:00 - Into
0:13 - 3 Imp things to do before Detailing
1:27 - Beam Detailing in Etabs 21
2:55 - (Imp) Beam Drawing Reading
7:47 - Edit Beam Detailing in Etabs
8:57 - Export Beam Detailing in Etabs
12:03 - Conclusion
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How to buy the course? I am from UAE.
Good morning everyone, I'm trying to use ETABS to design Reinforced Concrete box culvert, after successfully designing the model I can't proceed to run the analysis. I have been trying my possible best to get the analysis but the process is not scaling through.
Please I need help and guidance on how to run the analysis please. This thing is giving me headache
Please use Staad Pro for carrying out the analysis and design of such structures. Etabs is really good for RCC and High Rise Structures. But for culverts, etc. Staad Pro is best.
can we export rebar to revit?
You can export the Etabs model to Revit. But I'm not aware if the rebars can be exported too or not.
Tienes alguna explicación de por qué no me deja exportar las vistas a archivos dxf ?
There are certain issues related to scaling when exporting drawings from Etabs to AutoCAD. CSI detailer is better in this regard.
Bro is there any way we can use staadpro for free
Go for students version but there will be limitation to what you can do.
How to download RCDC and SAFE without that we can’t buy courses
BUY IT
after editing in detailing is there any way where we can check our if our detailing is sufficient in etabs...??
As far as I know, we cannot cross-check it like that in Etabs. But in RCDC we can. It shows us if the edited reinforcement is sufficient or not.
@@civilfieldtrainers thank you bro..... i am using etabs 21 can you please send me the link or let me know where can i find such version of rcdc where i can work....in the version of rcdc which i am using its not working......
@@vasubhadania When we enter the "Rebar Selection Rules" data and we input the smallest and largest range data... that's where ETABS will calculate. and when we want to edit it cannot be smaller than the ETABS calculation. But if the distance between the smallest and largest ranges is too far, the ETABS calculation will have too many variations. example: input the smallest data 16, input the largest data 19. don't 13 and 50... then there will be many variations in the reinforcement.🙏