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 ।

[@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 👍

[@rayeeswakeel9278]

Aak dam kadak

[@JamesBond-jy9nc]

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

[@bhuvneshkumar6336]

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

[@hwk99]

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

[@tornadobds78]

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

[@hariomchandra9048]

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

[@Ranjit_Debnath]

Exactly 💯

[@LalitRathod-di8sz]

bohot acche re asmjhaya
sir

[@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

[@Vikashkumar-ht1rz]

this lecture is really helpfull for me thank u so much

[@rayeeswakeel9278]

Amazing sir ji bohat badia

[@CivilInside]

Thankyou :)

[@MAHENDRALANJHI-pe8zo]

thank you sir

[@DK4fire271]

Nice explained sir

[@srirangak7]

Very nice, patiently explained 👏👏

[@CivilInside]

Thank you 🙂

[@71dardegaurang2]

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

[@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 👍

[@Vagminegaming]

Nice explanation sir ❤️👍

[@CivilInside]

Thanks for liking

[@vanshchoudhary8877]

Bhut bdiya sir

[@shoebshaikh7341]

Great explain sir

[@balajirajagopalan2286]

Excellent explanation step by step

[@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.

[@NEHAYADAV-yp3ro]

Very very helpful this vedio 😊Thank you

[@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

[@aryanwaghmare2503]

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

[@bciv165_gouravpanjnathia5]

Tremendous explanation💯👌

[@uzmakhan4222]

best explanation

[@mohdnaved2636]

shandar 💯

[@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 👍

[@tejassadvelkar9959]

Bhari aahes tu.....😇

[@ashishsaroha4053]

great sir

[@SAHIL_CE_]

Thank you very much
🙏

[@adarshkumarkujur1982]

THANKYOU BHAIYA

[@dikshagupta451]

very helpful for us

[@multiversalanna]

Thank you sir🎉

[@takeatrip777]

Thank you sir.

[@aniketverma3095]

Thanks Bhai

[@ritik7938]

Thankyou sir❤

[@vishalsb8477]

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

[@AakashHooda5285]

Best ❤

[@SanyamSinghSolanki]

good effort

[@civilconcepts3415]

Best video

[@agnihotritutorialaad9279]

Sir construction materials pe video bna dijiye please

[@manishkhande3370]

Check it for crack width also

[@Shantanu12889]

Thank you

[@rahulkhedkar9869]

Nice video sir .

[@bijitsonowal3359]

very helpful

[@enoshcr7330]

I only needed the horizontal not the angle on top 😢

[@ranjeetdoshi2820]

Thanx sir

[@vivekthakur8852]

Very helpful video sir, please upload counterfort retaining wall video

[@CivilInside]

Sure, as soon as possible 👍

[@stillfinding793]

Mast bhie pure clear

[@CivilInside]

Thankyou :)

[@tushardewan8027]

thank you..

[@raghavendrakadam4187]

Quality

[@user-lo5zr7xi8n]

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

[@user-bx2ef9sc5y]

thankyou

[@jeevangaire8626]

Kada..👏👏

[@riyasatali1930]

Thanks

[@rajatagja9715]

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

[@travelogy.foodology4666]

Very good work.

[@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

[@ayushmandubey6371]

Thumb rule mein har book mein alag alag diya hua hai

[@anushkaraj9826]

Heel k liye shear force kaise calculate kiye

[@jaivardhanjha443]

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

[@kamnasinha2993]

Please make a video for L shape cantilever retaining wall

[@84shalim]

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

[@sujoyfoodiepatra]

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

[@sanjaytudu4833]

like share and subscribe👍

[@er.panmadorje3339]

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

[@SamCraftHindi]

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

[@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.

[@riyaaa1895]

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

[@arjunjuneja9569]

sir make one for sesmic loads too

[@madhurajnaik6809]

Resisting moment should be taken about the toe

[@s.q5629]

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

[@rahulprajapat3306]

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

[@_RishabhSom]

SIR THIS QUESTION IS FROM WHICH BOOK??

[@avdheshraj4286]

step -10 me Vu & Mu ki values bahut alg aa rhi h

[@suyoglodhi9633]

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

[@smithblackrtm]

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

[@noobeplayer3757]

Please consider horizontal and vertical component of backfill

[@rom_rom.18]

I love you

[@RakeshKumar-uu3fs]

what if eccentricity is negative

[@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

[@akkaashh4110]

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

[@Drgooongaming]

what is the formulla to calculate mu and vu

[@harikrupavedere4838]

Helped me a lot ! Thankyou 😊

[@CivilInside]

All the best.

[@b_4_civil_parmar_chaitnyap780]

Toe ka length kaise nikala

[@atiamatloob8953]

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

[@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

[@Rajanandini3456]

Sir please upload note in PDF form

[@alokeshsarkar7356]

How to design 4feet hight gard wall

[@ayushmandubey6371]

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

[@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 😊

[@anantasati1810]

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

[@abhishekfaridvar3321]

Sir toe side to wall strait rahegi na

[@beingyourself818]

Is it available in english

[@shashikantbharti3569]

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

[@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