Yes sir, I am making more videos on revit rebar in Slab, stairs, beams and other structural members ... soon you will find some very interesting videos on my channel
Thank you for the great tutorial very clear & easy to follow much appreciated. Would be good to see multi level structural building scheduling. Post tension etc. Thank you for sharing 👍🏽🇦🇺.
Well! Video content is quite valuable, its really appreciated, however foundation reinforcement has missing the starter bars, and vertical bars it doesn't go all the way to bottom. but thanks a lot for sharing your knowledge.
Nice. Keep continue. It is my suggestion if make videos in urdu/hindi that is better because already many channels are making videos in English. Anyhow good work keep continue brother.
Hola, ¿Sabes por qué me aparecen los parámetros de dimensión (A, B, C, D...) repetidos?, es decir, me salen dos veces en cada uno de ellos. Es como si para una forma de acero considera una A que es diferente a otra A de otra forma.
nice tutorial ... that was one column, does that mean I have to go one by one in a project, or can it be done in groups, like all C1 colum type, C2 columns and so on... some projects go to C10 easily ... thats a lot of columns if done one by one ... the goal would be to have a schedule of all columns in a project.
Thanks ... You can make Column types by "edit type" option and make different types bu duplicating columns and then apply reinforcement by groups and partition and so on....
sir good tutorial but the problem the marking of Bar such as A,B,C,D,E . So whenever take quantity the Revit give mark different way what we expected. Because of Stirrups and there are 4 sides and 2 sides are equal each other. So we need only A and B * 2 bar marking but Revit shown like A,B,C,D. Any solution regarding subjects?
It is because of bend reduction .... when ever you bend a bar in 90deg it elongates (2 x dia of bar) so we reduce our orignal length considering bends in it ... so that we can achive proper length after bending
@@drawanddesign that what i thought actually but didnt expect the program to be so accurate.. Thanks alot for your reply.. Thumbs up to your vid and subs.
Is the bar length is correct ? Are you sure? Is that Revit taking bar length is correct? I'm very sure bar length is incorrect because the software can't take area of curvature.( 2D)
Sir thanks for your valuable video I have one question if I need vertical rebar need to fold with footing rebar then we can fix vertical rebar to the footing
Once you apply rebar, goto floor plan wireframe setting and rotate each rebar, i couldn't find any setting in revit for this perticular activity unless we use add-on
@@drawanddesign I tried it but didn't work for me ... I extend the bar but I not in the diagonal way as the rebar of column should be inside the footing.
@DRAW AND DESIGN Yes can you tell me how can I short from filter for diff diff columns and even if they use same rebars but I column shape if diff in sheet
