Design Of Cantilever Retaining Wall With Sloping Backfill | Hindi | Retaining Walls |

Study how a Cantilever Retaining Wall is designed with proper Design Steps & Stability Analysis.
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#cantileverretainingwall, #designofretainingwalls, #cantileverretainingwallwithinclinedbackfill,

[@surajkrishnaofficial2376]

Happy Teachers Day 😇🙏 Finally Passed My B.E Civil And I was worried about ddrcs but your lectures helped me to score good Thankyou For this really grateful ♥️♥️

[@chiragraghav1235]

Kaha se BE kr rhe ho bhai , AMU?

[@hwk99]

Sir app ka counterfort ka method simple tha shamjana ka
As compair to cantilever
Thanks to provide free knowledge

[@bansilalchaudhari9663]

🙏Thank you sir .👍 आपने बहुत अच्छा पढाया ।

[@eng_tutorial_visiting..9453]

Thanks sir fully clear all concepts 🙏😊 tomorrow rcc- 2 exam

[@vinayrb8682]

Good explaination. Found some mistakes in vertical stem. Considered 20mm dia for deff provided Y16@115c/c also it should be Y20@180 C/C.
In case temperature steel. Considered 8mm dia but detailed as Y10@320 C/C and Y10@450 C/C not shown properly. Distribution on inner face not shown. Hope you can recheck and correct.
Any examples on considering surcharge on Retaining wall. Excluding inclined earth fill.

[@manjunathkamtar6525]

Thank you sir u explained in a very calm and detailed way made easy to understand every minute details
Thank you very much for ur explanation

[@JamesBond-jy9nc]

Thank you bhai , aap bohot must padhata hai👌👌👌

[@atulkhapre940]

Itna achha explain sir very nice and helpful to everyone

[@CivilInside]

Thankyou 👍 Keep watching 👍

[@bhuvneshkumar6336]

thanku sir...this one video comprises all about cantilever retaining wall...please carry on this type of videos🙏🙏🙏

[@kevilhoukholhousa2082]

why have you taken moment about heel? shouldnt you be taking moment about toe since the structure will rotate about that point?
Also the formula for Passive earth pressure coefficient for inclined backfill is different. the one you used is for uninclined backfill

[@tushargaur7133]

true

[@vishalsb8477]

Bro I have a doubt, y did u assume moment frm heel in 1st case ?

[@Vikashkumar-ht1rz]

this lecture is really helpfull for me thank u so much

[@hariomchandra9048]

Design of vetical stem meh Pa 125.22 galat he 83.478 ara he

[@Ranjit_Debnath]

Exactly 💯

[@atiamatloob8953]

P1 maximum pressure ha agr eccentricity B/2 sy km ho to pmaz heel py ho ga na

[@rajulgupta3134]

Sir aapka video bahut accha laga bs ek step samajh nahi aaya
Step 7 mai aapne check for stability against sliding Kiya hai jisme resisting force (mu*summation w) Kiya toh isme (Pa) ka vertical component add kyo nahi kiya.

[@SamCraftHindi]

sir agr delta na diya ho toh kaisay nikalein....Agr diya ho ke sand backfill 1 vertical 2 horizontal hai ....

[@tornadobds78]

Sachiii aapne accha samjaya shayad aapki wajah se pass bhi ho jau 😁😁😁

[@knight5350]

Thanks sir for this great method of learning.
Its really a very helpful session for me and my friends.
Sir issi tarh water tank design bhi krwa dijye

[@smithblackrtm]

slope of stem ko kis side provide karna hai or ye konse factor or condition par nirbhar karta hai

[@er.panmadorje3339]

Jo bi likh rhe hai wo clear ho toh better hai ji.10mtr height ke liye counterfold wall ka design chyea 🙏🏾

[@LospollosHermanosIndia]

I passed my subject by watching this video
Thank you sir,u have my respect...

[@CivilInside]

Well done :)

[@LospollosHermanosIndia]

In in some questions they didn't mention backfill surface angle, do we need to assume that one?

[@CivilInside]

Yes you can assume if backfill is present, if not then no need to assume 👍

[@gmprojects-g8x]

we should apply windfore ,watercurrent , barking force and desing the abutment

[@DK4fire271]

Nice explained sir

[@aryanwaghmare2503]

Very impressive teaching work , Thanks for such Amezing Content it’s really work for us

[@rayeeswakeel9278]

Aak dam kadak

[@agnihotritutorialaad9279]

Sir construction materials pe video bna dijiye please

[@jaivardhanjha443]

what references you used sir .... PLease mention them .....

[@LalitRathod-di8sz]

bohot acche re asmjhaya
sir

[@shashikantbharti3569]

Sir ye step aktu semester paper me use kar sakte hai
Number to nahi katega

[@suyoglodhi9633]

Vertical stem me Ast nikalte time Mu me 10⁶ se multiply krna pdega na to convert KnM into Nmm.... ?

[@rayeeswakeel9278]

Amazing sir ji bohat badia

[@CivilInside]

Thankyou :)

[@sujoyfoodiepatra]

Can you explain the part where pa =98.15kn....calculation me Thora prblm a Raha hya sir

[@bciv165_gouravpanjnathia5]

Tremendous explanation💯👌

[@71dardegaurang2]

Sir videos mast tha ........ Thankyou

[@godllion1529]

Sir minimum spacing last last 300mm taak hi rehta hai na??
Spacing ka check nhi lagta h kya
Step no 13 mai apne spacing 450 liya hai inner face mai
So sir please clear my doubt
Thank you 😊

[@divyangverma9880]

nice video, i watched multiple times to make notes.
me in first 25 min - thats very easy
on 26th min sir - step 4 tak sab majak tha -_-

[@CivilInside]

Haha Thank you. All the best 👍

[@multiversalanna]

Thank you sir🎉

[@balajirajagopalan2286]

Excellent explanation step by step

[@rajatagja9715]

It's very good but not clearly visible so please. Upload sheet of good visibility form.

[@tejassadvelkar9959]

Bhari aahes tu.....😇

[@uzmakhan4222]

best explanation

[@jasbeerkour5251]

Muje batao ki ek irrgation canal per retaining wall Jo hoti hai uska bed ore ground level kahan hota hai
Kiyunki jub hum usse rate denge to pata chale ki above the ground level1.2m se rate plinth level ki rate or four five level rate usse upper please show me ground level or NSL and bed level of the retaining wall

[@Vagminegaming]

Nice explanation sir ❤️👍

[@CivilInside]

Thanks for liking

[@adarshkumarkujur1982]

THANKYOU BHAIYA

[@SAHIL_CE_]

Thank you very much
🙏

[@s.q5629]

Can anyone help me in step 10 (Design of heel) the value of Vu nd Mu.. please will be a great help

[@nadeem314]

Sir how did u calculate Vu and Mu in design of heel

[@s.q5629]

i have the same doubt...nd my answers aren't matching

[@golxz]

@@s.q5629 Considering a load factor of 1.5, the design shear force at
the rear face of the stem

[@vanshchoudhary8877]

Bhut bdiya sir

[@NEHAYADAV-yp3ro]

Very very helpful this vedio 😊Thank you

[@abhishekfaridvar3321]

Sir toe side to wall strait rahegi na

[@84shalim]

brother at the other side of above the Toe soil will be added in load as a W6, 1.2 m height.

[@arjunjuneja9569]

sir make one for sesmic loads too

[@ritik7938]

Thankyou sir❤

[@takeatrip777]

Thank you sir.

[@rahulprajapat3306]

Sir design of steel structures me bridges and design of roof trusses and plate girder pda do na

[@dikshagupta451]

very helpful for us

[@shoebshaikh7341]

Great explain sir

[@anushkaraj9826]

Heel k liye shear force kaise calculate kiye

[@akkaashh4110]

Overturning moment nikalte time inclined base ka consideration b hoga.. Jo apne ni kia h

[@MAHENDRALANJHI-pe8zo]

thank you sir

[@manishkhande3370]

Check it for crack width also

[@mohdnaved2636]

shandar 💯

[@pappalarameshwarrao]

Thank you

[@_RishabhSom]

SIR THIS QUESTION IS FROM WHICH BOOK??

[@shivduttsharma3909]

What if the value of delta is not mentioned or the inclined at angle of 15 degrees is not mentioned then how should u proceed? Should we assume it?

[@shivduttsharma3909]

The question I'm solving it just mentions angle of response of 30 degrees that's it...

[@Harsh0327]

Can you plz tell me why are we using stabilizing moment and can't we just use Sigma w while calculating the factor for safety

[@vivekthakur8852]

Very helpful video sir, please upload counterfort retaining wall video

[@CivilInside]

Sure, as soon as possible 👍

[@dharunp2215]

How to do when angle is not given... I mean beta is not given?... Please answer

[@aniketverma3095]

Thanks Bhai

[@ashishsaroha4053]

great sir

[@gauravpawar6664]

sir our batch is a covid-19 batch so we don't know how the unit weight has come in that sum

[@Drgooongaming]

what is the formulla to calculate mu and vu

[@kamnasinha2993]

Please make a video for L shape cantilever retaining wall

[@ranjeetdoshi2820]

Thanx sir

[@suyoglodhi9633]

Vertical stem ki design me Ast k formula me "d" nahi liya h.....🤔😕

[@srirangak7]

Very nice, patiently explained 👏👏

[@CivilInside]

Thank you 🙂

[@SanyamSinghSolanki]

good effort

[@riyaaa1895]

Sir agar mu ki value nai di ho toh kya karna chahiye

[@AakashHooda5285]

Best ❤

[@tushardewan8027]

thank you..

[@civilconcepts3415]

Best video

[@stillfinding793]

Mast bhie pure clear

[@CivilInside]

Thankyou :)

[@alokeshsarkar7356]

How to design 4feet hight gard wall

[@bijitsonowal3359]

very helpful

[@riyasatali1930]

Thanks

[@SK-lo9fs]

Sir, can u plz explain how u found Vu & Mu in heel slab. I'm getting different values.

[@neerajattri5235]

Ha bhai

[@beinghuman9169]

Did u got the answer to your problem?

[@TANISHQKHARAT-o2b]

thankyou

[@rahulkhedkar9869]

Nice video sir .

[@yunus.k3804]

Can we use this method in MU exams ?

[@beingyourself818]

Is it available in english

[@saipriyap5615]

Does river water exert passive pressure on retaining wall constructed along banks of river?

[@GhulamabbasCE--]

Yes

[@46276]

I think you work under Water resources or Soil and water conservation Department. The same comment everywhere

[@saipriyap5615]

Yes

[@ayushmandubey6371]

Kuch mein 0.3b hai toe projection k liye ye mujhe samajh nahi aya

[@uzmakhan4222]

if qmax is greater than SBC , Then what correction is to be made?

[@banuprakashhosmani2806]

Please increase the width of the heel slab.

[@raghavendrakadam4187]

Quality

[@fahadhussain1559]

31:00 You could have calculated the resisting moment from the toe in the first place instead of calculating it from the heel(step 3)
FOS could then be calculated with ease

[@RakeshKumar-uu3fs]

what if eccentricity is negative

[@anantasati1810]

why haven't u taken vertical component in resisting moment ?

[@tushargaur7133]

BROTHER I THINK THAT YOU SHOULD CALCULATE MOMENT FROM TOE INSTEAD OF HEEL AT 19:00

[@b_4_civil_parmar_chaitnyap780]

Toe ka length kaise nikala

[@jeevangaire8626]

Kada..👏👏