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load comb baştakinden yapılıyo

my udl is not distributed over entire frame, how should i correct that

Sir Kindly share your mail id! My project is on analysis of RCC building resting on sloping ground! I need small help!

Bro Please upload further structure videos

Why the wall load in internal beams as 6 kN/m2.. anyone tell me the correct reason

Only live load and SDL are enough to apply structure. ???

this doesn't even attempt to answer the question your video sucks and it's not title appropriate

Nice explanation.

nice presentation,where is the next video please upload it.

where is the next video

Wonder full bro! but when we are going to beyond it? :)

Good video

How to provide tuned mass damper

How to assign tuned mass damper to building

energetic voice and good explanation thank you

The long column Ast in staad and etabs are mis matching pls explain why

Voice not clear, Super fast...

Accents 😆😆😆

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 ?

Thanks

Awesome n vry knowledge able video for beginners each step explained in very good mamber thnx a lottt sir

plzzz upload next video

Next video??

i completed the model and then i analyse my structure for any duplicate frame or shells..but i see a lot of warning..even i checked again i m sure there is no duplicated beam.it shows like this " Story1, B5 & B23 are overlapping each other. Overlap =0. Check at (12600 13500 3000) " for most of the beams i checked my first story and cross check B5 and 23..can somebody help to me this..thanks overlap 0 ? can somebody explain this too.

these are very thank ful videos for us

when will we get next video sir

Sir next video upload kijiye

Cost of etabs software

PLEASE UPLOAD THE NEXT VIDEO FOR DESIGN AND ANALYSIS

upload next video sir ...

very nice video but wall load is per metre, not metre square

please buy a cheap 200 rupee lav mic or use your phone to recod the audio. cant hear anything properly

Really good tutorial, thank you for doing this. Too bad you did not uploaded the next part yet.

WHERE IS CONTINUATION VIDEO....?

Why don’t you use modifiers and torsional value while defining section properties.

youre doing great work man, i've seen your videos and etabs and they are really good..!! Hope to see more videos in the future

Please upload next video

Improve the audio please !!

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 .

Where is the next video ?

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

Fast and great explanation. Need more etabs video, yo!

Sir u work is awesome but can you provide me PDF tutorial of Etab in mail bhupeshpant2015@gmail.com

How to design counterfort retaining wall in E tab ?

VIDEO VERY FAST AND NOT GOOD

ThankU very nicely explained very helpful for learners. pl. upload next vedios also.

? next vedio where

NXT VIDEO PLZ

good effort ........next is where ?

Bro provide more and more videos, also explain the graphical user interface, and also create a comprehensive list of SAP2000 videos from A to Z... It will take your time but brother it will make our future & will help us alot...don't mind