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?

[@bansilalchaudhari9663]

🙏Thank you sir .👍 आपने बहुत अच्छा पढाया ।

[@hwk99]

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

[@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👌👌👌

[@eng_tutorial_visiting..9453]

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

[@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🙏🙏🙏

[@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

[@Vikashkumar-ht1rz]

this lecture is really helpfull for me thank u so much

[@MAHENDRALANJHI-pe8zo]

thank you sir

[@LalitRathod-di8sz]

bohot acche re asmjhaya sir

[@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 👍

[@aryanwaghmare2503]

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

[@aniketverma3095]

Thanks Bhai

[@hariomchandra9048]

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

[@Ranjit_Debnath]

Exactly 💯

[@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.

[@rayeeswakeel9278]

Amazing sir ji bohat badia

[@CivilInside]

Thankyou :)

[@rayeeswakeel9278]

Aak dam kadak

[@srirangak7]

Very nice, patiently explained 👏👏

[@CivilInside]

Thank you 🙂

[@vishalsb8477]

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

[@bciv165_gouravpanjnathia5]

Tremendous explanation💯👌

[@balajirajagopalan2286]

Excellent explanation step by step

[@71dardegaurang2]

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

[@DK4fire271]

Nice explained sir

[@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 👍

[@NEHAYADAV-yp3ro]

Very very helpful this vedio 😊Thank you

[@Vagminegaming]

Nice explanation sir ❤️👍

[@CivilInside]

Thanks for liking

[@SamCraftHindi]

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

[@vanshchoudhary8877]

Bhut bdiya sir

[@shoebshaikh7341]

Great explain sir

[@vivekthakur8852]

Very helpful video sir, please upload counterfort retaining wall video

[@CivilInside]

Sure, as soon as possible 👍

[@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.

[@SAHIL_CE_]

Thank you very much 🙏

[@agnihotritutorialaad9279]

Sir construction materials pe video bna dijiye please

[@er.panmadorje3339]

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

[@sanjaytudu4833]

like share and subscribe👍

[@adarshkumarkujur1982]

THANKYOU BHAIYA

[@dikshagupta451]

very helpful for us

[@tejassadvelkar9959]

Bhari aahes tu.....😇

[@uzmakhan4222]

best explanation

[@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

[@multiversalanna]

Thank you sir🎉

[@user-lo5zr7xi8n]

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

[@takeatrip777]

Thank you sir.

[@_RishabhSom]

SIR THIS QUESTION IS FROM WHICH BOOK??

[@enoshcr7330]

I only needed the horizontal not the angle on top 😢

[@rajatagja9715]

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

[@mohdnaved2636]

shandar 💯

[@ashishsaroha4053]

great sir

[@manishkhande3370]

Check it for crack width also

[@stillfinding793]

Mast bhie pure clear

[@CivilInside]

Thankyou :)

[@ritik7938]

Thankyou sir❤

[@pappalarameshwarrao]

Thank you

[@sujoyfoodiepatra]

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

[@suyoglodhi9633]

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

[@84shalim]

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

[@riyaaa1895]

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

[@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 😊

[@AakashHooda5285]

Best ❤

[@shimulchakraborty6315]

Thank u sir

[@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

[@SanyamSinghSolanki]

good effort

[@rahulkhedkar9869]

Nice video sir .

[@atiamatloob8953]

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

[@smithblackrtm]

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

[@anushkaraj9826]

Heel k liye shear force kaise calculate kiye

[@bijitsonowal3359]

very helpful

[@ayushmandubey6371]

Thumb rule mein har book mein alag alag diya hua hai

[@user-bx2ef9sc5y]

thankyou

[@civilconcepts3415]

Best video

[@tushardewan8027]

thank you..

[@s.q5629]

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

[@kamnasinha2993]

Please make a video for L shape cantilever retaining wall

[@jaivardhanjha443]

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

[@travelogy.foodology4666]

Very good work.

[@jeevangaire8626]

Kada..👏👏

[@ranjeetdoshi2820]

Thanx sir

[@riyasatali1930]

Thanks

[@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

[@himanshu9794]

Content achaa hai but screen shot lene ka to time do yaar hath ka movement bahut jyada hai dikkat ho rhi hai notes me likhne me

[@arjunjuneja9569]

sir make one for sesmic loads too

[@ayushmandubey6371]

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

[@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...

[@akkaashh4110]

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

[@rahulprajapat3306]

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

[@harikrupavedere4838]

Helped me a lot ! Thankyou 😊

[@CivilInside]

All the best.

[@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

[@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?

[@shashikantbharti3569]

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

[@noobeplayer3757]

Please consider horizontal and vertical component of backfill

[@Drgooongaming]

what is the formulla to calculate mu and vu

[@dharunp2215]

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

[@RakeshKumar-uu3fs]

what if eccentricity is negative

[@b_4_civil_parmar_chaitnyap780]

Toe ka length kaise nikala

[@madhurajnaik6809]

Resisting moment should be taken about the toe

[@raghavendrakadam4187]

Quality

[@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

[@alokeshsarkar7356]

How to design 4feet hight gard wall