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

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

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Күн бұрын

#TributaryAreaMethodForDesign #TributaryAreaAndLoadCalculation
#WhyRaftFoundation
Learn how to design without any sofware by using tributary area method.
For initial foundation selection and sizing tributary area method is very effective and quick solution. Also learn when a raft foundation is required over isolated footing.
/ @tonmoymaity
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Пікірлер: 25

@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 3 жыл бұрын

Thank you for your support. Ofcourse you will get your desired video. Stay tuned.

@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.

@tambwemangalafrixel9061 Жыл бұрын

Great content

@TonmoyMaity Жыл бұрын

Glad you like it

@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?

@ajityadav4881 11 ай 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 11 ай бұрын

Sure.. you can

@sanknoor 2 жыл бұрын

Sir why we take mid point for column while calculating the load? Plz explain

@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 2 жыл бұрын

It's just an example

@IndianWarriors 2 жыл бұрын

😀wow

@TonmoyMaity 2 жыл бұрын

Glad you like it

@juliocesarvasqueztoral886 3 жыл бұрын

How do you do it with irregular buildings, like markets which dont often have columns in the middle?

@TonmoyMaity 3 жыл бұрын

It's a typical example only.

@cameronvan6875 8 ай бұрын

❤👍👍👍

@shaileshbisht2758 3 жыл бұрын

Thanku sir

@TonmoyMaity 3 жыл бұрын

You are welcome 🙂

@tejashvapandey8550 4 жыл бұрын

Brother, why are you not considered earthquake & wind load ??

@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 2 жыл бұрын

@@TonmoyMaity But sir, these lateral loads will develop moment at the foundation and it can become critical ? please clear my doubt.

@khaliltarabein8928 2 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 2 жыл бұрын

Assuming it is not supported over ground