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?
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.
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...
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?
Your video is awesome ❤😊
Thank you so much 😁
Super congratulations👏
Thank you! Cheers!
Very useful
Thanks and learning 💡💡👍
Good work bro go ahead. Best wishes for you
Thank you so much 😀
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?
Thanks bro really haelpful
Always welcome
Great bro, it will be more intersting if you make foundation/ footing design in safe of the same project
Yes, sure
@@civilengineeringbyshravan9596 thnx bro and will waiting for next tutorial
up
I want to learn more about ETAB, can you please help me for this?
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.
Let me check
During section design, wich stress and moment used by etab?
GREAT VIDEO
From where we have to consider earthquake load as 1.5kn/m2 for both EQ-X and EQ-Y
it is considerations as per design basically we will take 50% of live load
Seismic analysis of residential building using Etabs g+12
why do you use steel instead of rebar?
Response spectrum method using in this analysis
No
Pls one video response spectrum method using
What is 25
You multiply by column and beam dimension????
I'm very confused plz anyone???
Unit weight of RCC
Can u pls make the video of design and analysis of 8 storey building with shear wall
sir , wind coefficient 0.86 .how did u calculated?
as per IS code i was taken
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...
Nice video. Could please share video for foundation design by ETABS (SAFE)
Will upload soon
Anything related to pounding can be shown in e tabs?
Sir can you share the layout of this design ? It would be helpful for us.
self weight automatically taken this software
Sir is coupled shear wall and opening in shear wall is same or different?
were is the second part ? can anyone share the link.? i wanted the siesmic analysis part also.
Sir please link plan drawings in your video
Hindi me bhi video bnaeye sir ji
Next part please
with in 1 or 2 days
HI sir. how did you gave windload coefficient as 0.86??
How to measure distance between two point in etabs
Wall load?
Taken only the frame model structure
How can we draw g+12 building
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?
Yes it is possible please text me to my mail
@@civilengineeringbyshravan9596 ok sir👍
Can made a career in civil designing
Sir, please show how to install etabs in pc
already i did a video on it please check once
Next part?
With in 1 or 2 days
Hindi mein bana bhai video 😅