Revit should release an update on automatic propagation and avoiding segmental spacing of ties also the manual sketch of long bar at bottom. This vid is cumbersome method so far
Hi, @micky wong. Thank you for your question. Answer: if you're using max spacing every stirrup will be the same spacing. in reality, construction, if your column or beam from bottom to top same spacing your column or beam will be crack. The requirement from ACI code: Purpose of providing Closer Stirrups Spacing at both Top & Bottom end in RCC Column. The spacing of ties is calculated as per the plastic moment capacity of the column. The spacing you come up is required at the ends because the moments at the ends are greater and you have most of the cracking going on in the end zones. that's why I need to copy instead of using max spacing. if you study civil engineer, you'll understand more about that. thank & have a nice day
We need that kind of Tutorial
Glad you did.
Revit should release an update on automatic propagation and avoiding segmental spacing of ties also the manual sketch of long bar at bottom. This vid is cumbersome method so far
Awesome teaching Sir
You made videos without mouse cursor. How shall I know what are you doing there?
Please make a video tutorial How to import workset to one project to another project
Bravo
what was the problem behind half hidden stirrup? It occur at 22:53 at your video. I am facing the same problem in column stirrup. Please help.
this is nice.. thank you
How to convert to pdf this design please tell
Thank you. Keep it up
thank for watching ;) Cheer
U should've placed vertical rebars in columns first and then the stirrups.
Can you please share this project file?
Is it can hide a concrete, it only see rebar only, is it can do sir?
Yes can hide in concrete, however you might need to adjust at Visibility Graphics and turn off solid rebar.
Hi, instead of copying and pasting the rebar why dont you use max spacing. It makes its so much easier when designating bar marks and schecule.
Hi, @micky wong. Thank you for your question.
Answer: if you're using max spacing every stirrup will be the same spacing. in reality, construction, if your column or beam from bottom to top same spacing your column or beam will be crack.
The requirement from ACI code: Purpose of providing Closer Stirrups Spacing at both Top & Bottom end in RCC Column. The spacing of ties is calculated as per the plastic moment capacity of the column. The spacing you come up is required at the ends because the moments at the ends are greater and you have most of the cracking going on in the end zones.
that's why I need to copy instead of using max spacing. if you study civil engineer, you'll understand more about that. thank & have a nice day
That is called zoning