Design of Isolated Footing | Pad Footing for Axial Load as per IS 456:2000.

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Жыл бұрын

This video gives the simplified concepts of design of axially loaded isolated pad footing using a numerical example as per IS 456:2000 code provisions.
For more content about design of footing visit us on : "www.gyanedge.net".
Download EXCEL Sheet for the design of footing using following link "www.gyanedge.net/course/rcc-d..."
Erratum:
At time stamp 10:35, kindly consider "The Area of ABCD = 1022.25 x 10^3 mm^2". So subsequently the value of Two way shear will be changed.
Method of Design: Limit State Method
References:
(1) IS: 456:2000 "PLAIN AND REINFORCED CONCRETE -
CODE OF PRACTICE", BUREAU OF INDIAN STANDARDS.
(2) SP 34: 1987 "HANDBOOK ON CONCRETE REINFORCEMENT
AND DETNLING", BUREAU OF INDIAN STANDARDS.

Пікірлер: 35

@visualcivil Ай бұрын

For more content about design of footing visit us on : "www.gyanedge.net". Download EXCEL Sheet for the design of footing using following link "www.gyanedge.net/course/rcc-design-of-isolated-footing?previouspage=Civil&isenrolled=no#/home"

@Ambikaarchitectsandengineers Жыл бұрын

This video shows your great knowledge with confidence, hard work and efforts for explaining the concepts very clearly and graphically wr. to standards

@visualcivil Жыл бұрын

Thanks and welcome

@onaziagbese7779 2 ай бұрын

Hello Sir, Thanks for sharing this fantastic video. About anchorage or development of the main bars and distribution bars in the footing: if the calculated length of the Ld is too long for the space available in the footing, the bsr is bent up at 90° at the corner. What if even after the bend, the Ld length calculated is still too long for the space available?

@anandgor4181 Жыл бұрын

Very useful information provided by you. Thank you very much for this valuable guidance.

@visualcivil Жыл бұрын

You are most welcome

@visualcivil Ай бұрын

@nihalb2996 4 ай бұрын

sir how to check for bond and load transfer at the junction

@jnf111 Жыл бұрын

Superb sir ....keep it up

@visualcivil Жыл бұрын

Thanks a lot

@sujangrg2831 Жыл бұрын

Nice animation

@visualcivil Жыл бұрын

Thanks

@msrinivasakannan Жыл бұрын

Excellent...

@visualcivil Жыл бұрын

Thanks a lot

@visualcivil 3 ай бұрын

At time stamp 10:35, kindly consider "The Area of ABCD = 1022.25 x 10^3 mm^2". So subsequently the value of Two way shear will be changed.

@musicrider02 Күн бұрын

Can you tell how you calculate the hatch area

@visualcivil Күн бұрын

There is some corrections in the computation of hatched area, which is already mentioned in the 'Discription' of the video. It is as given below: Erratum: At time stamp 10:35, kindly consider "The Area of ABCD = 1022.25 x 10^3 mm^2". So subsequently the value of Two way shear will be changed.

@soumenroy6203 3 ай бұрын

Sir is it correct to calculate spacing of bars placing in place of calculating number of bar.

@visualcivil 3 ай бұрын

Yes both are correct

@soumenroy6203 3 ай бұрын

@@visualcivil sir please make video regarding pile foundation design.

@sharuhasini2096 3 ай бұрын

Sir, I have one doubt in hatched area computation. Area of ABCD WHY did u divide by 1000

@visualcivil 3 ай бұрын

Thanks a lot @sharuhasini2096 for the query. The multiplication by 10 to the power 3 is missed in "The Area of ABCD". The actual value of "The Area of ABCD = 1022.25 x 10^3 mm^2". So subsequently the value of Two way shear will be changed.

@narasidevarunarasi5214 Жыл бұрын

Super sir please update more videos on civil engineering

@visualcivil Жыл бұрын

Thanks for watching the video, we will definitely upload more such videos

@shadabkhan-ng5xe Жыл бұрын

Excellent work! I'm a professor from Karnataka. Is there any way we can get in touch?

@visualcivil Жыл бұрын

Thanks for your comment. Yes, you can get in touch on email- "visualcivil@gmail.com"

@anandgor4181 Жыл бұрын

Can we get excel sheet of footing.?

@visualcivil 7 ай бұрын

We will upload the excel sheets on the website very soon. it is in process

@anandgor4181 7 ай бұрын

@@visualcivil thank you for reply i am eagerly waiting for excel sheet. Pl inform me

@visualcivil 7 ай бұрын

@@anandgor4181 Definitely, we will inform

@user-rn2gu3hi6g 6 ай бұрын

Sar kalam to kalam distance 10 ft hai 700 skar ft hai 15 kalam sar normal haad soil hai ped fhuting thiknis 6 inch hai 2manjil kawar karegi sar

@visualcivil 6 ай бұрын

Footing ka size Kam se kam 4 ft x 4 ft aur thickness 12 - 14 inch ka hona chahiye.

@user-rn2gu3hi6g 6 ай бұрын

सर प्याड फुटीन्ग की थीकनीस 6 ईन्च है वोर 3 बाऐ 3 चौडाई है २ मंजिल कवर करेगी

@visualcivil 6 ай бұрын

soil कौनसी है? और कॉलम से कॉलम के बीच कितना distance है?

@user-rn2gu3hi6g 6 ай бұрын

@@visualcivilnormal haad soil hai 10 ft kalam ki duri hai 700 skar ft me 15 kalam hai to Sar २ manjil kavar karegi sar