nice explanation, in autocad the column was not in center of beam, but you took column on center of beam, so it is recommended to place column always in center? and yes, what is two beam are meeting at one column and both are eccentric then what should do, why height from base was taken as 2m ? if base is foundation, what about plinth beam(gf) then first floor and so on, can you plz explain this in detail. thankyou
Sorry we cannot design conterfort retaining wall directly, whereas we can define the shape with slabs and can study the moment behaviour and calculate the Ast
Is that an human error ? That the load on the terrace was changed from 3 to 2.4 because the option of "replace existing load " was selected ?
greeting sir ; it is very usefull but i must notice you ,that you didn't choose (add to execist load) option in assigning SDL to Slabs .
Fast and great explanation. Need more etabs video, yo!
Thanks Nitin Agrawal, Will Upload by this week
Only live load and SDL are enough to apply structure. ???
my udl is not distributed over entire frame, how should i correct that
these are very thank ful videos for us
nice explanation, in autocad the column was not in center of beam, but you took column on center of beam, so it is recommended to place column always in center? and yes, what is two beam are meeting at one column and both are eccentric then what should do, why height from base was taken as 2m ? if base is foundation, what about plinth beam(gf) then first floor and so on, can you plz explain this in detail. thankyou
Nice explanation.
Really good tutorial, thank you for doing this. Too bad you did not uploaded the next part yet.
Bro Please upload further structure videos
Why the wall load in internal beams as 6 kN/m2.. anyone tell me the correct reason
How to provide tuned mass damper
Wonder full bro! but when we are going to beyond it? :)
ThankU very nicely explained very helpful for learners. pl. upload next vedios also.
Definitely.
Thank for your comment.
nice presentation,where is the next video please upload it.
PLEASE UPLOAD THE NEXT VIDEO FOR DESIGN AND ANALYSIS
How to design counterfort retaining wall in E tab ?
Sorry we cannot design conterfort retaining wall directly, whereas we can define the shape with slabs and can study the moment behaviour and calculate the Ast
when will we get next video sir
Where is the next video ?
where is the next video
Good video
good effort ........next is where ?
Thanks for your comment. Will Upload within this week !!
WHERE IS CONTINUATION VIDEO....?
very nice video but wall load is per metre, not metre square
Sir next video upload kijiye
where is next
load comb baştakinden yapılıyo
? next vedio where
In a week
upload next video sir ...
Next video??
Thanks
Sir
Kindly share your mail id!
My project is on analysis of RCC building resting on sloping ground!
I need small help!
NXT VIDEO PLZ
Thanks for your comment. Will Upload within this week !!
Voice not clear, Super fast...
VIDEO VERY FAST AND NOT GOOD
Thank You for your feedback. Please pause and proceed for better Clarity in understanding.