Shallow Foundation: Skempton, Meyerhof,Hansen, Vesic and IS Code Method of Bearing Capacity: Part 6

[@CuriousCivilEngineer]

22:08 Small correction in depth factor of IS Code method. I forgot under
root Nphi in dc dq formula. Please refer pdf for corrected formula.
Link in description for PDF

[@sanishbhochhibhoya7750]

20:11 should there be q(Nq-1)??

[@CuriousCivilEngineer]

Thanks you the corrections. Will look into it.

[@nishantmaurya4444]

sir, in pdf Dq and Dy formula is wrong because Nphi will be multiplied in second term only and not in whole term so please do correct it.

[@nishantmaurya4444]

@@sanishbhochhibhoya7750 actually in IS code directly Q net ultimate is given, that's why q(Nq-1)is used but here formula is for Q ultimate (Qu) only so -1 is omitted

[@nishantmaurya4444]

the best explanation anyone can give, hats off to you.

[@chahatinstituteofcivilengi2388]

Thanks🙏🙇🙏🙇🙏🙇 so much sir 🎉❤🎉❤🎉❤🎉🎉❤

[@sserwaddajoseph5869]

The best I could come across

[@Akhinur01]

Thank u sir ur videos are like life saver before exam , all other channel focus only on gate , but finally some one cares about semester exams .sir If u teach other subjects of civil also , please let me know

[@rushikeshpatil4475]

Please make playlist of videos according to chapters..

[@thetthetsoe8156]

Sir can you explain local and general shear failure clearly please

[@LeonidasXRated]

Excellent video.

[@CuriousCivilEngineer]

Thank you

[@uniqueindian217]

V informative video buddy 😎

[@masidd5459]

Great going 👍

[@masidd5459]

Which software u r using for delivery of lecture

[@CuriousCivilEngineer]

Power Point, for capturing screen of laptop I am using OBS. For audio video editing Audacity and Openshot. Watch this video drive.google.com/open?id=1LvMyhDm0kqWvk3hp6tmG-YY-GeIg4Bl5

[@masidd5459]

Jazakallah

[@thetthetsoe8156]

Can i use hansen and vesic eqs in case of vertical load, horizontal ground condition

[@CuriousCivilEngineer]

Vesic is good too

[@swarupshripurwar1971]

sir muze bearing capacity sai foundation ki dimension nikalni hai... fir Df, b, alpha kaise consider karna... IS code kai method mai

[@thetthetsoe8156]

Which method is the best for calculating bearing capacity, please your opinion sir

[@CuriousCivilEngineer]

I think its IS Code method if ur using Indian standard and if you're from other country then use Meyerhof's method.

[@thetthetsoe8156]

Thanks sir
In my mini thesis
I used Meyerhof, hansen, vesic eqs to calculate bearing capacity.
But idk which eq is more safe
Can i use avg value of these eqs
How you think sir

[@CuriousCivilEngineer]

You can compare the results for all of them. Take some footing of rectangular shape and calculate the factor of safety. The method which gives higher FoS is safer.

[@thetthetsoe8156]

Thank you for you kindly reply What value of Fos should be used in these eqs?

[@CuriousCivilEngineer]

You have to calculate FoS by assuming size of the footing.

[@dineshprajapati693]

Please make a video on is code numerical with all type water table factor

[@CuriousCivilEngineer]

Yeah great Idea... will upload it tomorrow.
Link:
th-cam.com/video/JEGeMxQDR6k/w-d-xo.html

[@robertson2688]

sir what software do you use for recording?

[@CuriousCivilEngineer]

This is done on MS power point.

[@valeriebalilo952]

How do i find bearing capacity using prakash and sarans theory? Are there graphs available?

[@CuriousCivilEngineer]

Please refer the book "Principles of Foundation Engineering" by Braja M. Das. In case you don't have that book, use thia pdf link for the this theory. Link : drive.google.com/file/d/1CL2J2rzV4BxgK9_mURjc_4fubl1v1DIC/view?usp=drivesdk
Let me know if you find what you looking for.

[@unknownexplorer]

Sir vesic Ka sum ni samajra h inclination vala part kuch tarika batado

[@CuriousCivilEngineer]

which part ? please text me on my WhatsApp

[@unknownexplorer]

@@CuriousCivilEngineer ok sir

[@khalidwleed_r]

لماذا الفيديو لايحتوي على الترجمة الى اللغة العربية

[@CuriousCivilEngineer]

I don't understand what it says bit I am guessing it's a positive thing