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"
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"
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?
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.
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.
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"
This video shows your great knowledge with confidence, hard work and efforts for explaining the concepts very clearly and graphically wr. to standards
Thanks and welcome
Very useful information provided by you. Thank you very much for this valuable guidance
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.
Which combination load shoud be used to design footing ? 1.4DL+1.6LL or DL+LL
Very useful information provided by you. Thank you very much for this valuable guidance.
You are most welcome
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"
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?
sir how to check for bond and load transfer at the junction
Absolutely fantastic video
Thank you very much!
Can you tell how you calculate the hatch area
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.
Superb sir ....keep it up
Thanks a lot
Sir is it correct to calculate spacing of bars placing in place of calculating number of bar.
Yes both are correct
@@visualcivil sir please make video regarding pile foundation design.
Sir, I have one doubt in hatched area computation.
Area of ABCD WHY did u divide by 1000
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.
Can we get excel sheet of footing.?
We will upload the excel sheets on the website very soon. it is in process
@@visualcivil thank you for reply i am eagerly waiting for excel sheet. Pl inform me
@@anandgor4181 Definitely, we will inform
Super sir please update more videos on civil engineering
Thanks for watching the video, we will definitely upload more such videos
सर प्याड फुटीन्ग की थीकनीस 6 ईन्च है वोर 3 बाऐ 3 चौडाई है २ मंजिल कवर करेगी
soil कौनसी है? और कॉलम से कॉलम के बीच कितना distance है?
@@visualcivilnormal haad soil hai 10 ft kalam ki duri hai 700 skar ft me 15 kalam hai to Sar २ manjil kavar karegi sar
Excellent work!
I'm a professor from Karnataka. Is there any way we can get in touch?
Thanks for your comment. Yes, you can get in touch on email- "visualcivil@gmail.com"
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
Footing ka size Kam se kam 4 ft x 4 ft aur thickness 12 - 14 inch ka hona chahiye.
Excellent...
Thanks a lot
Nice animation
Thanks