Design Of Cantilever Retaining Wall With Sloping Backfill | Hindi | Retaining Walls |
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- čas přidán 9. 09. 2024
- Study how a Cantilever Retaining Wall is designed with proper Design Steps & Stability Analysis.
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#cantileverretainingwall, #designofretainingwalls, #cantileverretainingwallwithinclinedbackfill,
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 ♥️♥️
Kaha se BE kr rhe ho bhai , AMU?
🙏Thank you sir .👍 आपने बहुत अच्छा पढाया ।
Thanks sir fully clear all concepts 🙏😊 tomorrow rcc- 2 exam
Itna achha explain sir very nice and helpful to everyone
Thankyou 👍 Keep watching 👍
Aak dam kadak
Thank you bhai , aap bohot must padhata hai👌👌👌
thanku sir...this one video comprises all about cantilever retaining wall...please carry on this type of videos🙏🙏🙏
Sir app ka counterfort ka method simple tha shamjana ka
As compair to cantilever
Thanks to provide free knowledge
Sachiii aapne accha samjaya shayad aapki wajah se pass bhi ho jau 😁😁😁
Design of vetical stem meh Pa 125.22 galat he 83.478 ara he
Exactly 💯
bohot acche re asmjhaya
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
Amazing sir ji bohat badia
Thankyou :)
thank you sir
Nice explained sir
Very nice, patiently explained 👏👏
Thank you 🙂
Sir videos mast tha ........ Thankyou
I passed my subject by watching this video
Thank you sir,u have my respect...
Well done :)
In in some questions they didn't mention backfill surface angle, do we need to assume that one?
Yes you can assume if backfill is present, if not then no need to assume 👍
Nice explanation sir ❤️👍
Thanks for liking
Bhut bdiya sir
Great explain sir
Excellent explanation step by step
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.
Very very helpful this vedio 😊Thank you
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
Very impressive teaching work , Thanks for such Amezing Content it’s really work for us
Tremendous explanation💯👌
best explanation
shandar 💯
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 -_-
Haha Thank you. All the best 👍
Bhari aahes tu.....😇
great sir
Thank you very much
🙏
THANKYOU BHAIYA
very helpful for us
Thank you sir🎉
Thank you sir.
Thanks Bhai
Thankyou sir❤
Bro I have a doubt, y did u assume moment frm heel in 1st case ?
Best ❤
good effort
Best video
Sir construction materials pe video bna dijiye please
Check it for crack width also
Thank you
Nice video sir .
very helpful
I only needed the horizontal not the angle on top 😢
Thanx sir
Very helpful video sir, please upload counterfort retaining wall video
Sure, as soon as possible 👍
Mast bhie pure clear
Thankyou :)
thank you..
Quality
we should apply windfore ,watercurrent , barking force and desing the abutment
thankyou
Kada..👏👏
Thanks
It's very good but not clearly visible so please. Upload sheet of good visibility form.
Very good work.
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
Thumb rule mein har book mein alag alag diya hua hai
Heel k liye shear force kaise calculate kiye
what references you used sir .... PLease mention them .....
Please make a video for L shape cantilever retaining wall
brother at the other side of above the Toe soil will be added in load as a W6, 1.2 m height.
Can you explain the part where pa =98.15kn....calculation me Thora prblm a Raha hya sir
like share and subscribe👍
Jo bi likh rhe hai wo clear ho toh better hai ji.10mtr height ke liye counterfold wall ka design chyea 🙏🏾
sir agr delta na diya ho toh kaisay nikalein....Agr diya ho ke sand backfill 1 vertical 2 horizontal hai ....
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.
Sir agar mu ki value nai di ho toh kya karna chahiye
sir make one for sesmic loads too
Resisting moment should be taken about the toe
Can anyone help me in step 10 (Design of heel) the value of Vu nd Mu.. please will be a great help
Sir design of steel structures me bridges and design of roof trusses and plate girder pda do na
SIR THIS QUESTION IS FROM WHICH BOOK??
step -10 me Vu & Mu ki values bahut alg aa rhi h
Vertical stem me Ast nikalte time Mu me 10⁶ se multiply krna pdega na to convert KnM into Nmm.... ?
slope of stem ko kis side provide karna hai or ye konse factor or condition par nirbhar karta hai
Please consider horizontal and vertical component of backfill
I love you
what if eccentricity is negative
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
Overturning moment nikalte time inclined base ka consideration b hoga.. Jo apne ni kia h
what is the formulla to calculate mu and vu
Helped me a lot ! Thankyou 😊
All the best.
Toe ka length kaise nikala
P1 maximum pressure ha agr eccentricity B/2 sy km ho to pmaz heel py ho ga na
Sir how did u calculate Vu and Mu in design of heel
i have the same doubt...nd my answers aren't matching
@@s.q5629 Considering a load factor of 1.5, the design shear force at
the rear face of the stem
Sir please upload note in PDF form
How to design 4feet hight gard wall
Kuch mein 0.3b hai toe projection k liye ye mujhe samajh nahi aya
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 😊
why haven't u taken vertical component in resisting moment ?
Sir toe side to wall strait rahegi na
Is it available in english
Sir ye step aktu semester paper me use kar sakte hai
Number to nahi katega
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