What is Tributary Area Method for Design:Tributary Area&Load Calculation,Why RaftFoundation required

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Civil Engineer Tonmoy Maity

Civil Engineer Tonmoy Maity

Күн бұрын

Пікірлер: 25
@soumikbose6131
@soumikbose6131 3 жыл бұрын
you describe so well, if you do some video for designing combined footing and raft foundation it will be very helpful.
@TonmoyMaity
@TonmoyMaity 3 жыл бұрын
Thank you for your support. Ofcourse you will get your desired video. Stay tuned.
@soumikbose6131
@soumikbose6131 3 жыл бұрын
@@TonmoyMaity one more thing dada how you put the beam size (300X400) and column size (500X500). Are you assuming or design, if you please elaborate on that it will be very helpful to me.
@sanknoor
@sanknoor 2 жыл бұрын
Sir why we take mid point for column while calculating the load? Plz explain
@ajit2045
@ajit2045 Жыл бұрын
At 9:33 you talked about the tributary area for live load. Can we deduct the area of the column beacuse in reality the live and floor finish load is not going to exists there. If not why????
@TonmoyMaity
@TonmoyMaity Жыл бұрын
Sure.. you can
@johnykasper2879
@johnykasper2879 2 жыл бұрын
Thank you .. but in wall why you are made this (3.3-0.5)??? is that because have a drop beam ? and how you calculate 0.5
@TonmoyMaity
@TonmoyMaity 2 жыл бұрын
It's just an example
@orfeaspapaioannou2755
@orfeaspapaioannou2755 2 жыл бұрын
hello sir. i have a misunderstaning. i see that the only parameter we consider is the location of the column (edge, central etc). A more stiff column or beam although, carries bigger loads than a less stiff right? So why don't we consider this parameter in the tributary area?
@juliocesarvasqueztoral886
@juliocesarvasqueztoral886 3 жыл бұрын
How do you do it with irregular buildings, like markets which dont often have columns in the middle?
@TonmoyMaity
@TonmoyMaity 3 жыл бұрын
It's a typical example only.
@tambwemangalafrixel9061
@tambwemangalafrixel9061 Жыл бұрын
Great content
@TonmoyMaity
@TonmoyMaity Жыл бұрын
Glad you like it
@tejashvapandey8550
@tejashvapandey8550 4 жыл бұрын
Brother, why are you not considered earthquake & wind load ??
@TonmoyMaity
@TonmoyMaity 4 жыл бұрын
Ha ha ha...does really lateral load govern the foundation design when building height is small?? Btw this method is for selecting the foundation at very early stages by hand calculation.(normally valid upto G+4 building)😊
@AbhishekKumar-qq3bk
@AbhishekKumar-qq3bk 2 жыл бұрын
@@TonmoyMaity But sir, these lateral loads will develop moment at the foundation and it can become critical ? please clear my doubt.
@shaileshbisht2758
@shaileshbisht2758 3 жыл бұрын
Thanku sir
@TonmoyMaity
@TonmoyMaity 3 жыл бұрын
You are welcome 🙂
@IndianWarriors
@IndianWarriors 3 жыл бұрын
😀wow
@TonmoyMaity
@TonmoyMaity 3 жыл бұрын
Glad you like it
@khaliltarabein8928
@khaliltarabein8928 3 жыл бұрын
Why you multiplied by 6???the ground floor is rested on the ground directly.it should be multiplied by 5(1st floor slab +2floor slab+3rd floor slab +4th floorslab +roof slab)
@TonmoyMaity
@TonmoyMaity 3 жыл бұрын
Assuming it is not supported over ground
@cameronvan6875
@cameronvan6875 11 ай бұрын
❤👍👍👍
@unknown-gd7fy
@unknown-gd7fy 2 жыл бұрын
Please stop music when teaching something
@TonmoyMaity
@TonmoyMaity 2 жыл бұрын
Sorry , it's much older..now no music
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