First of all thank you for your time and video. It's really knowledgeable for us and my request to you please make one video for staircase design with reinforcement details.
But you didn’t assigned daiphfram for the slab? Some slabs you didn’t assigned live load for it! I think you didn’t assigned the wind load in a proper way especially the wall you draw , it should be different from level below 7 and because the different shape of slabs!!!! Hope you improve your way because it is very important that every thing you do is in correct way,,, many engineers will see this and it will be risky if they do it in bad way,,,,, Regards
Thank you for the tutorial but I think you need to show us how did you choose the diaphragm (rigid/semi rigid) and you need to check the the torsional ratio for the building as I think it may have a significant amount of torsional moment And again it is safe to use many diaphragms for your many shells (a diaphragm for each floor) as in the real projects the floors mostly aren't typical and have different C.S than its C.M and it's better to consider semi rigid diaphragm And last thing I think you didn't mention your mass source for seismic analysis and it's very important to include this in your tutorial Thanks again for your video ...... keep up the good work. :)
sir i,d facing some common problem relating to design of any building with very short beam betwen the coluns .plz how can it be solved.the beam is not overstressed then how could be
Sir wind load jab ham consider karte he tab vo konse konse elements ki design me apply hota he? RCC design with wind load ki calculation par koy video banaye sir.
Ya this is cool man but i'm confused on the analysis of multistory building with ribbed slab and flat slab. can you make tutorial for ribbed slab and flat slab on ETABS like this one .1oq!!!!!
I have did a manual calculation of a building G+6 manually and when i am doing it on Etabs its not providing the desirable result. Can u let me know your email so i could send u both the manual and etabs file so u can help me out in this what mistake m making in etabs.
yes this is basic steel structure introduction here ADVANCED GONNA COME SOON wait for it THANK YOU SHAMIM LIKE SHARE SUBSCRIBE WITH YOUR FRIENDS TOO :) th-cam.com/video/Iyn3QIDNoJQ/w-d-xo.html
![[UNCUT] บอสพอล แผลงฤทธิ์ บอสพระ-นักร้อง ก. โดนแฉยับ! I คนดังนั่งเคลียร์ I 21 ต.ค. 67](http://i.ytimg.com/vi/XKf6HeftoPI/mqdefault.jpg)
Good job👍👍
Learning from your tutorial . Thanks a lot mr. vibhor.
thanks a lot for sharing your knowledge and hope to pursue this way you've started.
Excellent .. Plz can you attached final ( DWG file & Etabs file ) for this project ? .. Thx
First of all thank you for your time and video. It's really knowledgeable for us and my request to you please make one video for staircase design with reinforcement details.
I didn't understand how you drawn shear wall using joint two objects in draw tool....can you please explain how you taken ordinates as 2,4 etc
Sir is it possible to analyse buildings on sloping ground like in hilly areas in etbas..
Thanks for showing etabs 18 I still have one old version 9 but as I see you forgot to asign mas source factor
Can you design it using IS 1893, and how is the equivalent static method different from response spectrum method in etabs.
if we want to calculate diagonal strut width of infill masonry which software should we use
AOA,
I have made the same model of building as you have made but my model donot deforms , why?
th-cam.com/video/RIOR0gwRL3Q/w-d-xo.html
But you didn’t assigned daiphfram for the slab?
Some slabs you didn’t assigned live load for it!
I think you didn’t assigned the wind load in a proper way especially the wall you draw , it should be different from level below 7 and because the different shape of slabs!!!!
Hope you improve your way because it is very important that every thing you do is in correct way,,, many engineers will see this and it will be risky if they do it in bad way,,,,,
Regards
th-cam.com/video/RIOR0gwRL3Q/w-d-xo.html
Thank you for the tutorial but I think you need to show us how did you choose the diaphragm (rigid/semi rigid) and you need to check the the torsional ratio for the building as I think it may have a significant amount of torsional moment
And again it is safe to use many diaphragms for your many shells (a diaphragm for each floor) as in the real projects the floors mostly aren't typical and have different C.S than its C.M and it's better to consider semi rigid diaphragm
And last thing I think you didn't mention your mass source for seismic analysis and it's very important to include this in your tutorial
Thanks again for your video ...... keep up the good work. :)
sir i,d facing some common problem relating to design of any building with very short beam betwen the coluns .plz how can it be solved.the beam is not overstressed then how could be
Don't you create Load Combination for seismic effect?
The seismic analysis that you did in this etabs software was based on which type of method?????
th-cam.com/video/Rc97lPDLOMI/w-d-xo.html
How to provide steel bracing in rc frame?
Thanks 🌸
You could have improved commentary but it was good.
Post more examples
Like
Thanks keep sharing & keep liking :)
how you are taking the MOI about 2&3 axis as 0.5..???
why u select expouse from shell object. what is benefit.ples explain
hlo sir tis video was very useful......can u uplod a video on seismic analysis of steel plate shear wall
which version of etabs is this?
Is that as per INDIAN codal provisions
th-cam.com/video/Rc97lPDLOMI/w-d-xo.html
i like it and i want to get it please share me
Sir wind load jab ham consider karte he tab vo konse konse elements ki design me apply hota he? RCC design with wind load ki calculation par koy video banaye sir.
sir how to use steel bracing in frame stucture...
Ya this is cool man but i'm confused on the analysis of multistory building with ribbed slab and flat slab. can you make tutorial for ribbed slab and flat slab on ETABS like this one .1oq!!!!!
th-cam.com/video/Rc97lPDLOMI/w-d-xo.html
Y aren't u using IS CODE
How to check the deflection of beams after design?
th-cam.com/video/Rc97lPDLOMI/w-d-xo.html
hlo sir i want to learn how to shear wall design for lift section
HOW TO DISTRIBUTE SEISMIC STOREY SHEAR DISTRIBUTION TO FRAME AND SHEAR WALL?????
th-cam.com/video/Rc97lPDLOMI/w-d-xo.html
I have did a manual calculation of a building G+6 manually and when i am doing it on Etabs its not providing the desirable result.
Can u let me know your email so i could send u both the manual and etabs file so u can help me out in this what mistake m making in etabs.
can you please send me the manual calculation file. my email is salaama44@outlook.com
send me your files i will give you better understanding. miqureshi77@yahoo.com
th-cam.com/video/Rc97lPDLOMI/w-d-xo.html
How to add cladding load?
how about slab design?
Video is good, but it is quite difficult to follow your steps as you are too fast.
How to design counterfort retaining wall in E tab ? Please provide details
REPLY
any lecture on steel structure design?
yes this is basic steel structure introduction here ADVANCED GONNA COME SOON wait for it
THANK YOU SHAMIM
LIKE
SHARE SUBSCRIBE WITH YOUR FRIENDS TOO :)
th-cam.com/video/Iyn3QIDNoJQ/w-d-xo.html
Can u share me this model
Sir, can you show the etabs complete report
th-cam.com/video/Rc97lPDLOMI/w-d-xo.html
I need a etabs software
www.aportesingecivil.com
Sir I need a software vedio editing sir you have
th-cam.com/video/RIOR0gwRL3Q/w-d-xo.html
Sir
Kindly share your mail id!
My project is on analysis of RCC building resting on sloping ground!
I need small help!
you din't explain anything as you have design so please try to explain well
I need a this software sir
Okay I'll provide you link soon :) :) 👌
If you are from India better to teach by Indian Codal provisions