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
Fast and great explanation. Need more etabs video, yo!
Thanks Nitin Agrawal, Will Upload by this week
Really good tutorial, thank you for doing this. Too bad you did not uploaded the next part yet.
these are very thank ful videos for us
Nice explanation.
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 .
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 ?
Wonder full bro! but when we are going to beyond it? :)
PLEASE UPLOAD THE NEXT VIDEO FOR DESIGN AND ANALYSIS
Bro Please upload further structure videos
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
Good video
Only live load and SDL are enough to apply structure. ???
my udl is not distributed over entire frame, how should i correct that
nice presentation,where is the next video please upload it.
Thanks
Why the wall load in internal beams as 6 kN/m2.. anyone tell me the correct reason
very nice video but wall load is per metre, not metre square
How to provide tuned mass damper
Sir next video upload kijiye
ThankU very nicely explained very helpful for learners. pl. upload next vedios also.
Definitely.
Thank for your comment.
good effort ........next is where ?
Thanks for your comment. Will Upload within this week !!
upload next video sir ...
when will we get next video sir
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
Where is the next video ?
Next video??
where is the next video
WHERE IS CONTINUATION VIDEO....?
where is next
? next vedio where
In a week
load comb baştakinden yapılıyo
NXT VIDEO PLZ
Thanks for your comment. Will Upload within this week !!
Voice not clear, Super fast...
Sir
Kindly share your mail id!
My project is on analysis of RCC building resting on sloping ground!
I need small help!
VIDEO VERY FAST AND NOT GOOD
Thank You for your feedback. Please pause and proceed for better Clarity in understanding.