Salam Bro! your vedios are impressive, i really appreciate but my suggestion is to plz start a lecture on a complete building (from top to bottom)either a simple structure even a single storey 2 rooms as it will help more in designing bcoz supposing the load (D.L & L.L etc)is not helping us in practical . I know it will take time but I am pretty sure that it will be very helpful and all the students will like it. thank u.😊
YOU ARE IMPRESSIVE BUT I THINK THIS IS NOT APPLICABLE TO ANY SIZE OF COLUMN EVEN I CHANGE THE SIZE OF MY COLUMN, IT HAS THE SAME SIZE OF FOOTING? I THINK YOU HAVE MISSING FORMULA TO MENTION HOW WE WILL CALCULATE THE SIZE OF FOUNDATION AS PER SZE OF COLUMN? BECAUSE YOU DID NOT USE THE 400X400MM SIZE OF COLUMN TO YOUR FORMULA? PLEASE ADVISE.... THANKS
If the size of column is 500×1000 and load of crane is 10 tons and distance between column is 5 meter and span 12 meter.then what will be the size of footing in hard soil. Sushil
what was the role of 400x400mm size of column in this calculation??
Thank you for all videos, but what if the column size is in rectangle space... Will be footing be in square or rectangle?
Sir my question is that 4 m footing Area is too much while in site residential villa have ONLY up to 2 m...
Can mix waterproof in foot & column.?
Is it practical or just for illustration?
Thanks For Teaching Sir
Salam Bro! your vedios are impressive, i really appreciate but my suggestion is to plz start a lecture on a complete building (from top to bottom)either a simple structure even a single storey 2 rooms as it will help more in designing bcoz supposing the load (D.L & L.L etc)is not helping us in practical . I know it will take time but I am pretty sure that it will be very helpful and all the students will like it. thank u.😊
FAWAD KHAN
Yes bro. I asked same in previous too. Pls lecturer on it
I support this too
Wow! 4 meters by 4 meters footing for 0.4 meters by 0.4-meter column? Is it right? It's similar to the 60M SST 4legged Tower foundation for one leg.
Sir please explain that how to get P for any column. Thanks in advance.
Yes sir, but how P is calculated?
P how calculated
Use stadd pro
Or calculate by adding live load dead load and windload etc to ge p
Tq sir this video are more helpful for us
Where is the link to the next video?
Sir ,why we increase 10 % of load ? . Why we shouldn't put give load to find arae of footing?
10% is self wt of footing
is SBC constant 150KN/sq.m?
No use code book to get sbc value or do test on the soil
Syukron . .
If our column is 9inch× 9 inch then?
Make difference between compaction vs consolidation
Removing of air or voids in sand or concrete called compaction
Removing of water in soil called consolidation
We can put block between plinth beam and foundation surface of the earth
as salamaleku , but how to find load P where is get it P plz tell me
If the column size is not equal then how to decide each side ..
How to find load on column please
How about the thickness of footing?
that all depends on soil in area or if it's a frost zone or not
Sir kindly make a video BBS of Crash Barrier.. I think we should know about how to make BBS of these things.. Kindly tell us..
how can i found rectngular footing column
Well done sir...
Nice video sir
YOU ARE IMPRESSIVE BUT I THINK THIS IS NOT APPLICABLE TO ANY SIZE OF COLUMN EVEN I CHANGE THE SIZE OF MY COLUMN, IT HAS THE SAME SIZE OF FOOTING? I THINK YOU HAVE MISSING FORMULA TO MENTION HOW WE WILL CALCULATE THE SIZE OF FOUNDATION AS PER SZE OF COLUMN? BECAUSE YOU DID NOT USE THE 400X400MM SIZE OF COLUMN TO YOUR FORMULA? PLEASE ADVISE.... THANKS
the self weight of footing and weight of soil on footing for isolated footing is 10 to 15%
Upload Depth of column vedio
sir rectangular ho tb
Why P is 2000KN and SBC is 150KN/m^2 ?
How to find p value
Sir slump test ke bare me batao
Very useful.
Civil engineering video in hindi
#civil4u
how we calculate reinforcement to the column ,and footing make a video brother ,
Total station par video banawo
Total station par land area kase calculate karte h
If the size of column is 500×1000 and load of crane is 10 tons and distance between column is 5 meter and span 12 meter.then what will be the size of footing in hard soil.
Sushil
4m k a footing kabhi dekhta hai kya
Thank you man!!!!!!!
Sbc-means safe bearing capacity of soil
Tripozoida shape explain by footing squre and ractangle
Main tripozoidal shape calculation
Sir tnks for advace
Sir p=2000kN kaise aaya
Suppose 5000kn load on whole building if there are 4 column then 5000/4 will be column load on each column
WALE GHUSSA YE? DOMRA TEZ TEZ
Minimum depth for column footage
10% is not factor of safety it is self wt of footing. f.s. will be 1.5
After that it will become a mat footing
That 10% is self weight of footing, not factor of safety.
Please improve your pronounciation
that's one annoying fly
Syukron . .
the self weight of footing and weight of soil on footing for isolated footing is 10 to 15%