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

[@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

[@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.

[@JamesBond-jy9nc]

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

[@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

[@atulkhapre940]

Itna achha explain sir very nice and helpful to everyone

[@CivilInside]

Thankyou 👍 Keep watching 👍

[@tornadobds78]

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

[@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 👍

[@bhuvneshkumar6336]

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

[@Vikashkumar-ht1rz]

this lecture is really helpfull for me thank u so much

[@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.

[@hariomchandra9048]

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

[@Ranjit_Debnath]

Exactly 💯

[@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

[@gmprojects-g8x]

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

[@keviman11]

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

[@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 👍

[@aryanwaghmare2503]

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

[@rayeeswakeel9278]

Amazing sir ji bohat badia

[@CivilInside]

Thankyou :)

[@smithblackrtm]

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

[@vishalsb8477]

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

[@LalitRathod-di8sz]

bohot acche re asmjhaya sir

[@rajatagja9715]

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

[@agnihotritutorialaad9279]

Sir construction materials pe video bna dijiye please

[@bciv165_gouravpanjnathia5]

Tremendous explanation💯👌

[@Fktracksofficial]

I only needed the horizontal not the angle on top 😢

[@jaivardhanjha443]

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

[@84shalim]

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

[@tushargaur7133]

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

[@balajirajagopalan2286]

Excellent explanation step by step

[@rayeeswakeel9278]

Aak dam kadak

[@vivekthakur8852]

Very helpful video sir, please upload counterfort retaining wall video

[@CivilInside]

Sure, as soon as possible 👍

[@tushargaur7133]

yaar apne suruat m hi galti kardi moment calculation ke wqt heel ki jgh toe se calculate hota h at18:30

[@adarshkumarkujur1982]

THANKYOU BHAIYA

[@sujoyfoodiepatra]

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

[@srirangak7]

Very nice, patiently explained 👏👏

[@CivilInside]

Thank you 🙂

[@71dardegaurang2]

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

[@Vagminegaming]

Nice explanation sir ❤️👍

[@CivilInside]

Thanks for liking

[@sanjaytudu4833]

like share and subscribe👍

[@arjunjuneja9569]

sir make one for sesmic loads too

[@_RishabhSom]

SIR THIS QUESTION IS FROM WHICH BOOK??

[@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 😊

[@akkaashh4110]

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

[@NEHAYADAV-yp3ro]

Very very helpful this vedio 😊Thank you

[@tejassadvelkar9959]

Bhari aahes tu.....😇

[@SamCraftHindi]

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

[@uzmakhan4222]

best explanation

[@vanshchoudhary8877]

Bhut bdiya sir

[@kamnasinha2993]

Please make a video for L shape cantilever retaining wall

[@dikshagupta451]

very helpful for us

[@avdheshraj4286]

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

[@SAHIL_CE_]

Thank you very much 🙏

[@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

[@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.... ?

[@multiversalanna]

Thank you sir🎉

[@rahulprajapat3306]

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

[@shoebshaikh7341]

Great explain sir

[@anushkaraj9826]

Heel k liye shear force kaise calculate kiye

[@mohdnaved2636]

shandar 💯

[@manishkhande3370]

Check it for crack width also

[@sanpri14]

It's not a thumb rule ❌❌ It is formula

[@madhurajnaik6809]

Resisting moment should be taken about the toe

[@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...

[@abhishekfaridvar3321]

Sir toe side to wall strait rahegi na

[@ayushmandubey6371]

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

[@riyaaa1895]

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

[@ayushmandubey6371]

Thumb rule mein har book mein alag alag diya hua hai

[@gauravpawar6664]

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

[@SanyamSinghSolanki]

good effort

[@dharunp2215]

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

[@atiamatloob8953]

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

[@alokeshsarkar7356]

How to design 4feet hight gard wall

[@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

[@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

[@Drgooongaming]

what is the formulla to calculate mu and vu

[@stillfinding793]

Mast bhie pure clear

[@CivilInside]

Thankyou :)

[@suyoglodhi9633]

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

[@pappalarameshwarrao]

Thank you

[@ritik7938]

Thankyou sir❤

[@RakeshKumar-uu3fs]

what if eccentricity is negative

[@s.q5629]

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

[@yunus.k3804]

Bhai apke shrinkage calculation me mistake hai . Apne height meters and dusri values mm me consider kare ho kindly correct it or provide correct solution for it

[@ashishsaroha4053]

great sir

[@b_4_civil_parmar_chaitnyap780]

Toe ka length kaise nikala

[@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

[@beingyourself818]

Is it available in english

[@sg7.......352]

Unit weight 18 hai fir table me 25 kyu liya w1 aur w2 nikalte time

[@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?

[@tushardewan8027]

thank you..

[@civilconcepts3415]

Best video

[@rahulkhedkar9869]

Nice video sir .

[@AakashHooda5285]

Best ❤

[@riyasatali1930]

Thanks

[@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

[@hariomchandra9048]

Aur step 13 meh .12% into bd hota he phir 310 extra kyu multiply kia ?

[@chandrabhansingh7195]

@civil inside please upload video n counter fort retaining wall

[@CivilInside]

Sure

[@chandrabhansingh7195]

@@CivilInside Thanks Guruji

[@bijitsonowal3359]

very helpful