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

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 ♥️♥️

🙏Thank you sir .👍 आपने बहुत अच्छा पढाया ।

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

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

Itna achha explain sir very nice and helpful to everyone

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

Nice explained sir

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

this lecture is really helpfull for me thank u so much

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

bohot acche re asmjhaya sir

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

Amazing sir ji bohat badia

Tremendous explanation💯👌

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

Excellent explanation step by step

Great explain sir

very helpful for us

best explanation

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.

Aak dam kadak

Thank you very much 🙏

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

Bhut bdiya sir

Thank you

THANKYOU BHAIYA

Thank you sir🎉

Nice explanation sir ❤️👍

Bhari aahes tu.....😇

good effort

Very very helpful this vedio 😊Thank you

Thank you sir.

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

great sir

shandar 💯

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

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

thank you sir

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

Thanks Bhai

Very nice, patiently explained 👏👏

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 -_-

Thankyou sir❤

Mast bhie pure clear

sir make one for sesmic loads too

Nice video sir .

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

Sir construction materials pe video bna dijiye please

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

very helpful

Thanx sir

thank you..

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

Thanks

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

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

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

Best ❤

Best video

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

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.

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

thankyou

Check it for crack width also

Very helpful video sir, please upload counterfort retaining wall video

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

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

Please make a video for L shape cantilever retaining wall

How to design 4feet hight gard wall

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

Kada..👏👏

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

Very good work.

what is the formulla to calculate mu and vu

SIR THIS QUESTION IS FROM WHICH BOOK??

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 😊

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

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

Quality

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

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?

what if eccentricity is negative

Heel k liye shear force kaise calculate kiye

Sir toe side to wall strait rahegi na

Resisting moment should be taken about the toe

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

Is it available in english

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

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

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

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

Toe ka length kaise nikala

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

like share and subscribe👍

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

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

Helped me a lot ! Thankyou 😊

@civil inside please upload video n counter fort retaining wall

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

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