Design of footing | Isolated Square Footing | Limit State Method | IS 456-2000 | RCC Footing Design

[@vasachisenjubean5944]

*By far the best video regarding footings, on the internet*

[@structuralanalysisanddesign]

Thank you so much Ankush, i am very happy this video was useful for you

[@vasachisenjubean5944]

@@structuralanalysisanddesign But please upload for *Rectangular Footing* ASAP

[@structuralanalysisanddesign]

Till when you want?

[@vasachisenjubean5944]

@@structuralanalysisanddesign within 1 week? Will it be possible?

[@structuralanalysisanddesign]

Till next friday i will upload rectangular footing

[@fakrudinahmed5141]

Sir u r one of the best lecture i have seen in my life wish I would had youtube during my college days i would have been design engineer at this moment

[@satya4472]

Legends here ,during exams.🙂

[@mujahidalam7397]

Kal hain bhai

[@sagarugalmugale5212]

Aaj he bhai

[@Adeptactors...]

​@@sagarugalmugale5212😂

[@Adeptactors...]

​@@sagarugalmugale5212and u r still free enough to read comments😅😂

[@Moviezxshortz]

Are Bhai itni lambi video hai adha ghanta lag gaya parchiya banane me , classroom me Dene Jana hai...........😢

[@harikrishna0204]

Exam time Lo ela prepare avalani fear undedi but your explain so good thank you so much

[@structuralanalysisanddesign]

You are most welcome

[@avinashkumar2730]

I think this is the best way to understand the footing problems Thank u so much

[@structuralanalysisanddesign]

Thank you so much, keep watching

[@abhinavmishra1990]

I wish I could have got this video during my graduation...highly recommended to study/revise structural engineering

[@structuralanalysisanddesign]

Thanks a lot for appreciating my content, keep watching and keep sharing

[@abhisheksing8379]

Wow! All of my doubts were cleared just looking at the diagrams. Great work, sir. Thanks a lot.

[@structuralanalysisanddesign]

You are most welcome, Glad to hear that, keep watching, all the best

[@chikki361]

Can u explain how b =0.5 is taken

[@TTDAN-zs1md]

@@chikki361 Its given. size of column.

[@veerendrapal4088]

Thank you so much sir you have cleared all my doubts regarding isolated footing.🙏

[@structuralanalysisanddesign]

Thank you so much for watching, i am very happy this video solved your doubts, please support us by sharing and liking

[@marvilnelson8350]

Thanks very much, you are a very good lecturer for better than the ones that I have at my school. You explain such clarity which results in my over standing calculation for this particular problem.

[@structuralanalysisanddesign]

Thank you so much for appreciating, my moto is to explain concepts and problems in easy manner, keep watching and sharing for more reach

[@sabihanaazhombaradi1245]

Sir thank you for clearing the minor doubts... Very conceptual video sir... Thank you

[@denimrajsaikia652]

*_The best and simplified explanation on footing_* tomorrow is my exam your video is really really very helpful sir♥️ Thank you so much sir for helping out students with such a great explanation 😇

[@structuralanalysisanddesign]

It's my pleasure to help all the students around the world, Thank you so much for your appreciating words and these are the words which motivates me to come up with more videos, all the best for the exam, keep watching and keep sharing

[@denimrajsaikia652]

@@structuralanalysisanddesign Thank you so much sir♥️ keep uploading such a beautiful content , Much support from me sir♥️

[@structuralanalysisanddesign]

Thank you once again and I will try to upload as many as possible videos on this channel

[@saileetalwar6046]

Your teaching skills just great sir 🙏🏻

[@piyushjain587]

The best video .!! All the formulas are explained and good job sir.!!!

[@structuralanalysisanddesign]

Thanks a lot for appreciating the content, keep watching and sharing, all the best

[@pravinpatil-t1k]

kzbin.info/www/bejne/pGfPgpahgb2EqMk, refer this one

[@mosessomu9131]

Real good i am prof str er,God. Bless u❤❤

[@Adeptactors...]

Great that I could hear that even dog kept hearing your lecture❤

[@Adeptactors...]

Every minute the dog🐕 is coming with doubt, that we human aren't able to😊

[@sarfrajahmad2850]

You are fabulous sir... Really Helped Me to much... Need your blessings for my JPSC exam...

[@structuralanalysisanddesign]

I am happy this video helped you, God is there with you, you will clear exams with excellent marks, all the best, keep supporting us

[@sarfrajahmad2850]

@@structuralanalysisanddesign thanks a lot Sir...

[@parimalpandey9158]

Best and simplified explanation. Thankyou sir...

[@structuralanalysisanddesign]

Most welcome, keep watching and sharing, all the best

[@shewangizawadhanom9452]

Excellent elaboration, very satisfied. Thank you.

[@structuralanalysisanddesign]

Thats great, all the best, keep watching and sharing

[@sunilchaudhary-oy8sf]

The best video for square footing... thank u sir

[@mayurdixit2812]

I will pray for you in the next life my structural subjects teacher should be you 😊

[@nikitajais2724]

Thanku so much sir 🙏🙏🙏🙏 great explanation

[@structuralanalysisanddesign]

Most welcome, all the best and happy learning

[@manojk1516]

Thank you sir It is makes complex problems simpler

[@2456AMIT]

Sir you explained in a vry soft words thnxs a lot sir

[@bobrobert8684]

Excellent delivery. Thank you Sir.

[@structuralanalysisanddesign]

So nice of you, keep watching and happy learning

[@pathaniskhan5528]

Best footing explanation I have ever found online Thank you so much You have cleared so many of my doubts Can you please make a video on Eccentric footing (or) shoe footing and also known as neighbour footing.

[@structuralanalysisanddesign]

Thanks a lot for this appreciation, i will try to upload it, keep watching and sharing

[@kowshikkumar8385]

Amazing explanation sir. Very clear with the footing design .

[@arabsaleh8097]

Your explanation was amazing

[@leultechbest7474]

Wow,it is so nice explanation thank u for ur explanation keep it up.

[@structuralanalysisanddesign]

You are most welcome, keep watching and sharing

[@parthdhoriyani6982]

There is calculation mistake in punching shear step: Net shear stress F = 567.171 KN Check this out... Nice video and nice explaination of footing.Its good to see video like this.

[@sudhakarreddy4536]

But your work for students is very good and thanks for providing this lecture for us.

[@structuralanalysisanddesign]

It's my pleasure, thank you so much, keep watching and keep sharing

[@amosopiyo6403]

The best explanation I have seen and please upload video showing how to design along concrete column.2Design of helical(round) concrete columns

[@structuralanalysisanddesign]

Thank you so much Amos for the appreciation, ya i am planning to come up with column designs soon

[@amosopiyo6403]

@@structuralanalysisanddesign waiting for your tutorial very much educative

[@structuralanalysisanddesign]

Started uploading column lectures, kindly go through those lectures

[@ratnakanthsujith8161]

PERFECT VIDEO 👏👏 THANK YOU

[@nsravankumarreddy4988]

Very interesting explanation broo. Keep going

[@structuralanalysisanddesign]

Thank you so much 🙂

[@dhanashreejare3247]

Really easy to understand and remember ..thank you

[@structuralanalysisanddesign]

You are welcome! keep watching and sharing

[@Sagzz21]

Set Macha🔥🔥🔥🔥

[@rohitsahu5845]

Best video on footing

[@structuralanalysisanddesign]

Thank you so much, all the best, keep watching

[@charancrcharancr4579]

SUPERB SIR🙂🙂🙂

[@structuralanalysisanddesign]

Thank you, all the best

[@charancrcharancr4579]

@@structuralanalysisanddesign TQ sir

[@charancrcharancr4579]

@@structuralanalysisanddesign sir how to increase the Depth and in what range want to increase

[@oppuia4224]

Wonderful lecture👍🏻👍🏻👍🏻

[@theviswaskoundinyan536]

very very nice video.... clearly explained!

[@structuralanalysisanddesign]

Glad it was helpful! all the best, keep watching and sharing

[@SenthilKumar-gi1sv]

Thanks sir, nice explanation..

[@structuralanalysisanddesign]

So nice of you, all the very best, keep watching and sharing

[@vela2234]

Thanku sir for great explain.

[@structuralanalysisanddesign]

Thank you so much for watching, stay tuned for more videos

[@justanyatakung6153]

Splendid thank you so much.

[@structuralanalysisanddesign]

You're very welcome! thanks for watching, keep sharing and supporting

[@sabirshrestha39]

At 48:14 why formula of tau v has 4 times in its denominator? Acc to IS code pg 57 it says V/bo*d only. Thank you.

[@chaitanyachallari6245]

Nice Explanation Sir 👌

[@venkateshuppara3513]

Excellent explanation of answers ... Sir would you please make the videos on irrigation engineering and construction practice and transport engineering.. please

[@structuralanalysisanddesign]

Thank you appreciating my content, currently i will be focusing on structural subjects but soon will start with other subjects also, thanks for watching, keep sharing, all the best

[@venkateshuppara3513]

I wish you will start soon.. sir

[@Amit-tf2no]

good video..best explained for one way & 2 way shear... could have added reinforcment drawings also..

[@sultansavardekar7495]

Thank kyu so much sir for this explanation. I want to ask one question how can design footing without SBC but from depth of excavation. Please if possible make Lecture on it. Thank you so much . I have subscribed to you ❤❤❤❤

[@structuralanalysisanddesign]

Normally SBC we have to calculate before designing a building, geotechnical report is very essential to proceed with further work, Thank you for subscription, god bless you, all the best, keep watching and sharing to spread knowledge

[@Gaurang_Khatri]

8:52 sir for upward pressure factor load is needed na ? You are using working load only can you pls verify 🙏

[@spurthichadharam9144]

Thank you for this video, i just got a doubt..

[@structuralanalysisanddesign]

You are welcome

[@dancingfelloww]

is ast formula presented in code book? if yes wht is the pg no 25:10

[@priyar1516]

Net upwards pressure will exclude self weight of footing.Net upwards pressure is column load/ area of footing provided 600/2,4 ×2.4

[@manasdas3163]

Net upwards pressure will exclude self weight of footing. ie 600/2.4x2.4

[@SirKombabomba]

best video regarding footing design but PLEASE PLEASE SHOW SKETCHES. Thanx

[@pravinpatil-t1k]

kzbin.info/www/bejne/pGfPgpahgb2EqMk, refer this one

[@machinasuryateja6695]

Thank you so much bro.

[@structuralanalysisanddesign]

Always welcome

[@aashishchandravanshi6192]

While checking for two way shear are we assuming that there is a potential diagonal cracking or it is just how two way shear is calculated? Great videos, simple explanation with simple steps. Please help me with the doubt.

[@khanstylishvlog7969]

Thanks for explaining sir

[@structuralanalysisanddesign]

You are welcome, I am happy this video helped you, all the best

[@halalmeatshophk]

There is one thing I don't understand. At 25:42, you substitute M-u from 186.15 KN*M into 186.15 * 10^6, saying that it is to convert to mm. But M is 1000 mm only, so where does 10^6 comes from? Please reply.

[@palikawickramarachchi8715]

Very good explanation. Very usefull even for a beginer like me. Watching from Sri Lanka. Keep the good work continuing. My assumption is that you are an accamedician. What is the university?

[@structuralanalysisanddesign]

Thank you, I will definitely keep on uploading videos, Yes I am a academician and working as Assistant Professor in KLE Technological University, Belgaum, India

[@ShivamSharma-qg5jl]

Very Good Sir

[@structuralanalysisanddesign]

Thanks and welcome

[@SARVAMSUPREMEFLOW]

Best lecture

[@nileshbodewar1170]

Thank you sir total understand this video

[@structuralanalysisanddesign]

You are most welcome, happy to know this video was useful for you, all the best, keep watching and sharing

[@vincentpereira8416]

So is the 2 way shear better for a building of a house

[@arumugammunivelu2252]

Superb sir

[@structuralanalysisanddesign]

Thank you

[@shrikedar2497]

thank u very much sir for giving us a valuable information..

[@structuralanalysisanddesign]

Always welcome, keep watching and happy learning

[@shrawanshah8291]

Thank u sir.Please make more videos on design of all footing

[@structuralanalysisanddesign]

Yes will come up with different design of footings, stay tuned

[@shrawanshah8291]

@@structuralanalysisanddesign thank u sir

[@arsryrhk]

Best explanation

[@structuralanalysisanddesign]

Thanks for liking, all the best, keep supporting

[@bashirabdielmi]

Thank you engineer i have i suggestion if it is ok pls make series videos on specific course

[@structuralanalysisanddesign]

Yes we will be doing all sets of videos in civil and structural engineering

[@SirKombabomba]

Super stuff-Thanx

[@laxmanbabu299]

very very much thankyou sir helped alot

[@structuralanalysisanddesign]

We are glad that our videos are helping you to understand the concepts, keep supporting

[@vrameshbabu2366]

Very nice video

[@structuralanalysisanddesign]

Thank you, keep watching

[@MohmdAbakar]

V.clear thanks for you

[@Mohitkumar-hf9or]

Sir at 24:21 you have increase the d value from 170mm to 400mm by saying that it'll not satisfy the shear condition...but itna jyada increase Karna ,to phir itna jyada calculation Ka kya fyada...must reply.

[@structuralanalysisanddesign]

You can increase with your judgement, just for explanation i took 400mm

[@thegamechanger4260]

@@structuralanalysisanddesign it shoul be based on sme design

[@AbrahamKunnath]

can you tell me what the value of xu max is, is it the distancetill the faceof the footing

[@Akinkinte]

Thanks a lot for this. It would have been better if rectangular footing was taken, as the failure sections for BM and SF are different.

[@akshathgowdank9972]

Thanks a lot sir 😁

[@aletheia_23]

Can we same for Design the footing for shear, bending and anchorag ?

[@dheerajkhanal7251]

what about the circular footing, sir. i really like the way u explained this topic.

[@structuralanalysisanddesign]

I will try to upload soon, Thank you for liking the video

[@ankitroutjiku3574]

If the diameter & no. of bars given then can we use that to find Ast in step 4?

[@parisjoshi2169]

why is nominal shear stress divided by 4 in step 6? Is it bcz of 4 sides of the footing?

[@115dileep5]

Sir in this footing sums so many formulas have, the above formulas are in the code book Or nott?

[@keshabsahu9667]

Sir concrete cover of 3 inch below the footing net will give strength to footing or not.

[@anjeetgiri3142]

sir in case of effecive depth is it not need to neccessary by finding from one shear,two shear and bending moment?

[@prabakaranr3254]

Very very nice

[@structuralanalysisanddesign]

Thanks a lot, keep supporting

[@prabakaranr3254]

Trapezoidal footing sir

[@irfanahmed5461]

is this correct superimposed load means and ultimate load are same or not for example 600*1.5 =900 is this correct

[@structuralanalysisanddesign]

Superimposed load is live load without multiplying factor of safety, once factor of safety is multiplied than it is known as ultimate load

[@amiteshsingh8682]

Sir please upload the lectures of design of column ..this is my humble request sir . Help us in quarantine period

[@structuralanalysisanddesign]

Yes Amitesh i will surely try, because of lockdown i am not getting any stationary to make the videos, but i will try for sure

[@structuralanalysisanddesign]

Already started with Column lectures Amitesh, kindly go through column lectures

[@amiteshsingh8682]

@@structuralanalysisanddesign thank you sir ..🙏🙏🙏 Sir app is musibat me sabhi students ki help karre ho app bhagwan se badh kar hai sir.

[@structuralanalysisanddesign]

Bhagwan mat kaho amitesh, i am not that great personality, i am just uploading for the students like you who are interested to learn, i am very heart touched by your comment, god bless you Amitesh

[@AnkitMaurya-gs2po]

25:27 .....Area of Reinforcement ka formula IS 456:2000 me kis page par hai sir.?

[@amulyaskattemane7860]

how will get to know that much value for effective depth ( d ) has to be assumed

[@murthy2207]

sir plz tell us about the safe load transferred from column and stability check.

[@CivilLearning07]

how to check two way shear for oneway and twoway eccentric footings

[@RahulGoyalloudburp]

sir you have explained all the structural members but not columns, please add videos of design of axial, uniaxial and bi-axial columns. Thanks

[@structuralanalysisanddesign]

Ya i will come up with design of columns very soon, stay tuned

[@structuralanalysisanddesign]

Hello Rahul, i have started with Columns part, please go through it, will be covering most of the concepts

[@yogeshgoyal5133]

Sir After 9:00 net upward pressure k liye "total load/ s.b.c. aayega ya Column ka load / s.b.c. aayega

[@harshce2896]

8:50 upword pressure cal. Self wt exclude for the cal of this. 600kN gives the reference book.

[@vijaybhasker2928]

sir! kindly post a full lecture video of combined footing.

[@structuralanalysisanddesign]

Hello Vijay, Will upload all parts till November end

[@vijaybhasker2928]

@@structuralanalysisanddesign Thank you very much for your concern sir, i wish you happy diwali to you. have a good health and take care. Thabk you

[@structuralanalysisanddesign]

@@vijaybhasker2928 Happy Diwali to you and your family

[@vijaybhasker2928]

@@structuralanalysisanddesign Thank you sir

[@urvashi886]

sir net upward pressure nikalne ke liye only superimposed load hi lete hai shyd total load ni lete

[@structuralanalysisanddesign]

I have multiplied factor of safety in moment, there it incorporates everything

[@urvashi886]

@@structuralanalysisanddesign no sir i am asking about where u use total load in net upward pressure there should be only column load only . i have seen in book so is it right or wrong sir ?

[@urvashi886]

please sir tell me about last step two way shear why u use 4 times of perimeter and d explain about it sir 🙏

[@structuralanalysisanddesign]

That column will create punch all four sides thats why perimeter we take to consider all sides, just see that drawing it has been drawn clearly

[@structuralanalysisanddesign]

At 8:50 i have used vertical load to calculate net upward pressure

[@palvaishivashankar8050]

Sir, how to check the d value in one way shear if tovV is greater than tovC?

[@D11Ajinkya]

Sir, shouldnt we use factored load for finding area of footing? i.e. 660 × 1.5

[@structuralanalysisanddesign]

You can use, i have factored moment instead multiplying to load, both the ways you can do

[@abhijitsawwalakhe5788]

Bcz our geotechnical survey provide safe bearing capacity not provide ultimate bearing capacity so at that time we can't take ultimate load

[@musavirsheikh3019]

sir we have to take factored load instead of working load in step 2 : 1.5*600

[@multicolor10]

Buen video profesor .

[@muthusaravanan3434]

Very good

[@structuralanalysisanddesign]

Thank you, happy learning

[@nikhil100yearsagoupdated4]

I made excel using your video

[@nikhil100yearsagoupdated4]

Sir do u have video of cantilever and continous slab

[@structuralanalysisanddesign]

Excellent Nikhil, can you share excel file with me? my mail id is [e-mail]

[@structuralanalysisanddesign]

Soon i will be uploading continuous slab

[@nikhil100yearsagoupdated4]

@@structuralanalysisanddesign ok

[@nikhil100yearsagoupdated4]

@@structuralanalysisanddesign done check mail

[@sivatammisetti7983]

Sir, Do more videos on manual design of residential apartments.

[@structuralanalysisanddesign]

Noted, will try soon