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

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Visual Civil

Visual Civil

Күн бұрын

Пікірлер: 39
@visualcivil
@visualcivil 7 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"
@RKTechnophiles
@RKTechnophiles 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
@visualcivil Жыл бұрын
Thanks and welcome
@tararamgehlot5031
@tararamgehlot5031 2 ай бұрын
Very useful information provided by you. Thank you very much for this valuable guidance
@YoUngAdU
@YoUngAdU 24 күн бұрын
Which combination load shoud be used to design footing ? 1.4DL+1.6LL or DL+LL
@anandgor4181
@anandgor4181 Жыл бұрын
Very useful information provided by you. Thank you very much for this valuable guidance.
@visualcivil
@visualcivil Жыл бұрын
You are most welcome
@visualcivil
@visualcivil 7 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"
@shareqinamdar8903
@shareqinamdar8903 5 ай бұрын
Absolutely fantastic video
@visualcivil
@visualcivil 4 ай бұрын
Thank you very much!
@nihalb2996
@nihalb2996 10 ай бұрын
sir how to check for bond and load transfer at the junction
@onaziagbese7779
@onaziagbese7779 7 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?
@visualcivil
@visualcivil 9 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
@musicrider02 5 ай бұрын
Can you tell how you calculate the hatch area
@visualcivil
@visualcivil 5 ай 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
@soumenroy6203 9 ай бұрын
Sir is it correct to calculate spacing of bars placing in place of calculating number of bar.
@visualcivil
@visualcivil 9 ай бұрын
Yes both are correct
@soumenroy6203
@soumenroy6203 9 ай бұрын
@@visualcivil sir please make video regarding pile foundation design.
@jnf111
@jnf111 2 жыл бұрын
Superb sir ....keep it up
@visualcivil
@visualcivil 2 жыл бұрын
Thanks a lot
@anandgor4181
@anandgor4181 Жыл бұрын
Can we get excel sheet of footing.?
@visualcivil
@visualcivil Жыл бұрын
We will upload the excel sheets on the website very soon. it is in process
@anandgor4181
@anandgor4181 Жыл бұрын
@@visualcivil thank you for reply i am eagerly waiting for excel sheet. Pl inform me
@visualcivil
@visualcivil Жыл бұрын
@@anandgor4181 Definitely, we will inform
@sharuhasini2096
@sharuhasini2096 9 ай бұрын
Sir, I have one doubt in hatched area computation. Area of ABCD WHY did u divide by 1000
@visualcivil
@visualcivil 9 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
@narasidevarunarasi5214 Жыл бұрын
Super sir please update more videos on civil engineering
@visualcivil
@visualcivil Жыл бұрын
Thanks for watching the video, we will definitely upload more such videos
@msrinivasakannan
@msrinivasakannan 2 жыл бұрын
Excellent...
@visualcivil
@visualcivil 2 жыл бұрын
Thanks a lot
@Deva-i1n
@Deva-i1n Жыл бұрын
सर प्याड फुटीन्ग की थीकनीस 6 ईन्च है वोर 3 बाऐ 3 चौडाई है २ मंजिल कवर करेगी
@visualcivil
@visualcivil Жыл бұрын
soil कौनसी है? और कॉलम से कॉलम के बीच कितना distance है?
@Deva-i1n
@Deva-i1n Жыл 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
@shadabkhan-ng5xe
@shadabkhan-ng5xe Жыл бұрын
Excellent work! I'm a professor from Karnataka. Is there any way we can get in touch?
@visualcivil
@visualcivil Жыл бұрын
Thanks for your comment. Yes, you can get in touch on email- "visualcivil@gmail.com"
@Deva-i1n
@Deva-i1n Жыл 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
@visualcivil Жыл бұрын
Footing ka size Kam se kam 4 ft x 4 ft aur thickness 12 - 14 inch ka hona chahiye.
@sujangrg2831
@sujangrg2831 Жыл бұрын
Nice animation
@visualcivil
@visualcivil Жыл бұрын
Thanks
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