. Design an interior panel of a flat slab supported on circular columns spaced 6 m centre to centre in both directions for imposed load 3 kN/m2 and finishing load 1 kN/m2 using LSM with M 20 grade concrete and Fe 415 grade of steel. Bhai plzz ye numerical solution krwa do plzz
@@structurelearninghub3340 generally, the limit to the quantity of main rebars is 4% of the sectional area, but 1~2% is most economical. For construction considerations, it is advisable not to exceed 3%.
@@structurelearninghub3340 How can that be possible ? Codal provision says that upto 8% permissible(exception), good practise is considering 2.5 %. Could you explain how it could be over reinforced brother with 3 % ?
4:10 *cl.39.3 and there is 0.4fck instead of 0.45fck
How can i calculate the axial load when a hole inside the column.
Why did u take Ag as 500×500 why not the calculated one in case of determining Asc.....is it only valid for the circular column
0:46 where is 0.45fck ???
. Design an interior panel of a flat slab supported
on circular columns spaced 6 m centre to centre
in both directions for imposed load 3 kN/m2
and finishing load 1 kN/m2 using LSM with
M 20 grade concrete and Fe 415 grade of
steel.
Bhai plzz ye numerical solution krwa do plzz
Why you applied Pu formula two times..??
Pu= 0.4fck ac+0.67fy asc
(Ag=ac -asc)
Yup
Bro can u explain step 5 actual area of steel
Column is a compression member but why did you keep rebar in it?
Why dont you check for overreinforced or underreinforced criteria in a column?
This is as per exam question only.
@@civilconst Can we designed column as overeinforced or not?
@@structurelearninghub3340 generally, the limit to the quantity of main rebars is 4% of the sectional area, but 1~2% is most economical. For construction considerations, it is advisable not to exceed 3%.
@@civilconst have you ever checked for overreiforced criteria . Section may be overeiforced for 3%
@@structurelearninghub3340 How can that be possible ? Codal provision says that upto 8% permissible(exception), good practise is considering 2.5 %. Could you explain how it could be over reinforced brother with 3 % ?
Can you please explain how etab considers eccentricity of column.
With respect to axial force and moments acting on it.
Can you please explain 2 face column and 4 face column when it is used in practice.
For uniaxial moment we go for 2 face column and for biaxial, we opt 4-face generally.
How is fck and fy calculated?
These are calculated on basis of strength developed for concrete and yield strength of steel
Very Good Explanation
Thanks and welcome
Then what about the biaxial column bro
I mean based on the number of bars on X axis and Y axis
6.09 (four and two face)
But u did not mention for biaxial loaded column
iI had made a different video for biaxial one. Check out in my profile
Not visible sir
Bro nuvv cheppedi artham kaledu bro eavari kosam anta speed cheptunnav bro
R u an iitian student
No sir, but why ?
Will be better if you explain in slow.
Need to cover many terms in short time so
It's a nice video but your lecture and video is going too fast that I can't understand the concept
Sorry for that
@@civilconst No problem sir . Keep working 🤗
12 nos in column but you have shown 8 only.
ruclips.net/video/MtG0cefQluE/видео.html
watch this if u gain something...that's all for me....
Nice explain dude
Thanks man
Bhai sadi me jana hai kya 😄
bulaaogey toh jaroor aayengey meri jaan 😂
Nice dude
Kal paper hag bhai
Thanks bhai
Very bad explaination
Thanks for your response. I will try to improve my skills