Can I use this procedure to design a column in the ground floor in a multi story building? The column is unbraced in major plane and braced at top , mid and bottom in the other plane. How will the bracing come to the pic? Can you explain. It will be greatful
This was so helpful! Thanks a lot mate ! :)
Thanks for watching.👍
Can I use this procedure to design a column in the ground floor in a multi story building? The column is unbraced in major plane and braced at top , mid and bottom in the other plane. How will the bracing come to the pic? Can you explain. It will be greatful
Which class of section shall i take if b/tf ratio is less than 9.4 epsilon.?
its just perfect and clear..!
thank you
Thanks keep watching
@@EverythingCivil At check for bending it is a (plastic section) 9.12
In is code it is given about yy....kindly note that.
In 9b table how u selected the vertical line of yf 250 please explain..
Sir, how to how to calculate for box section top plate bottom plate, Web plate, both side
Great Lesson.
Please, let me know the name of the book which you are teaching with.
How to calculate load if cross section of column and effective length is given
This was so helpful , Thanx Sir 🙂
Is it possible to design structural platform of 20m x 10m x 4.5 m height for load bearing capacity of 2000 kg/sqm ?
And suggest from where need to take yield stress?
Have you got the answer. If pls share
We need to assume it as 250 mpa bro
Hello.. Is it IS 800_2000 or IS 800_2007
Ganesh,
It's IS800-2007
give the link of handbook and databook for this design
Kindly calculated fcd by calculation
can you tell me the source of all this , I have to give the referance
I made it bro. Only I took the concepts from the books
thank u
Thnk you