In etabs we can directly apply Dead load by taking default "Self-weight multiplier as one"... then why take this route and apply all the dead loads again separately?
@KingHonestJourney
8 ай бұрын
During section design, wich stress and moment used by etab?
@wasimshaukat8847
25 күн бұрын
I want to learn more about ETAB, can you please help me for this?
@prajwalbagalkoti2210
Жыл бұрын
Your video is awesome ❤😊
@civilengineeringbyshravan9596
Жыл бұрын
Thank you so much 😁
@nravikumarravi9506
4 ай бұрын
Super congratulations👏
@civilengineeringbyshravan9596
4 ай бұрын
Thank you! Cheers!
@nravikumarravi9506
4 ай бұрын
Very useful
@khalidsikandar6772
3 жыл бұрын
Great bro, it will be more intersting if you make foundation/ footing design in safe of the same project
@civilengineeringbyshravan9596
3 жыл бұрын
Yes, sure
@khalidsikandar6772
3 жыл бұрын
@@civilengineeringbyshravan9596 thnx bro and will waiting for next tutorial
@sanantium3385
2 жыл бұрын
up
@KingHonestJourney
8 ай бұрын
Sir, I am facing a big problem. Stress diagram moment and axial compression on column are not matching with column details we get by right click on member. Please solve, it is very urgent.
@civilengineeringbyshravan9596
7 ай бұрын
Let me check
@scaraeland
2 ай бұрын
why do you use steel instead of rebar?
@Ebaemran
Жыл бұрын
Thanks and learning 💡💡👍
@SAKQUIZ
3 жыл бұрын
Good work bro go ahead. Best wishes for you
@civilengineeringbyshravan9596
3 жыл бұрын
Thank you so much 😀
@mohammedmalik3575
3 жыл бұрын
Thanks bro really haelpful
@civilengineeringbyshravan9596
3 жыл бұрын
Always welcome
@vishnuprathap9812
Ай бұрын
It is not the way to analyse the building because your miss lot of things like staircase loade ,mid landing beams, water tanks, secondary beams with moment release ,column orintation , at staircase and lift location slab will closed , different types of loads in dead load you missed etc...
@ezeemmanuel5767
2 жыл бұрын
GREAT VIDEO
@bstbst863
2 жыл бұрын
Anything related to pounding can be shown in e tabs?
@shishupalsingh5614
Жыл бұрын
Nice video. Could please share video for foundation design by ETABS (SAFE)
@civilengineeringbyshravan9596
Жыл бұрын
Will upload soon
@shashikumar-rw1zc
3 жыл бұрын
Can u pls make the video of design and analysis of 8 storey building with shear wall
@kalyan7575
3 жыл бұрын
Sir is coupled shear wall and opening in shear wall is same or different?
@hmihchannel7586
Жыл бұрын
Sir can you share the layout of this design ? It would be helpful for us.
@hussainsmd4281
3 жыл бұрын
From where we have to consider earthquake load as 1.5kn/m2 for both EQ-X and EQ-Y
@civilengineeringbyshravan9596
3 жыл бұрын
it is considerations as per design basically we will take 50% of live load
@anirudhnair5460
2 жыл бұрын
were is the second part ? can anyone share the link.? i wanted the siesmic analysis part also.
@sparkledecor7072
3 жыл бұрын
HI sir. how did you gave windload coefficient as 0.86??
@relaxingmusicalvideoschann928
3 жыл бұрын
self weight automatically taken this software
@sapanamanandhar4497
3 жыл бұрын
sir , wind coefficient 0.86 .how did u calculated?
@civilengineeringbyshravan9596
3 жыл бұрын
as per IS code i was taken
@sivasankartanikonda9820
3 жыл бұрын
Response spectrum method using in this analysis
@civilengineeringbyshravan9596
3 жыл бұрын
No
@sivasankartanikonda9820
3 жыл бұрын
Pls one video response spectrum method using
@ajitkumarh97
3 жыл бұрын
Sir please link plan drawings in your video
@hariomchandra9048
2 жыл бұрын
How to measure distance between two point in etabs
@menkapandey482
3 жыл бұрын
Seismic analysis of residential building using Etabs g+12
@menkapandey482
3 жыл бұрын
How can we draw g+12 building
@jerusalamaryjames8212
3 жыл бұрын
Sir, i am doing a project on seismic base isolation system implemented on a residential building and thought of using etabs software..will u please help in knowing whether my project can be done by this software?
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