Analysis Of RC Retaining Wall: Solved example |Civil Engineering

This video explains about how the forces acting on Cantilever retaining wall and check for the factor of safety against sliding and factor of safety against overturning.
To solve design and dealing of retaining wall check the link: https: // • Design of Retaining wa...
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For academic consultation on Civil engineering subjects, Thesis or Academic projects you can contact me on - [e-mail]
If you like our videos and want to appreciate our efforts then you can help with your generous donation on : cwillstructures@upi (UPI - Unified Payment Interface Address)
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Some Important links for Civil Engineering syllabus:
Fundamentals for the design of Footing:
• Fundamentals for the d...
Design of Footing| Isolated Square Footing:
• Design of Footing| Iso...
Continuous One way slab design: As per IS:456-2000: • Continuous One way sla...
Design of Cantilever Slab: • Design of Cantilever S...
Design of One way slab: • Design of One way slab...
IS:456-2000 Recommendations for Design of Slabs: • IS:456-2000 Recommenda...
Design of Combined footing |Part 1| Size of footing: • Design of Combined foo...
Design of Combined Footing Part-2: • Design of Combined Foo...
Design of Combined Footing Part-3 | Design and detailing drawing: • Design of Combined Foo...
Steps to design of Shear reinforcement: • Steps to design of She...
Rules for design of the RCC beam As per IS 456-2000 : • Rules for design of th...
Types of shear reinforcement: • Types of shear reinfor...
Why shear reinforcement required ?: • Why shear reinforcemen...
Types of Singly reinforced beam sections: • Types of Singly reinfo...
Depth of neutral Axis and Moment of resistance: • Depth of neutral Axis ...
Stress strain relationship of Singly RC beam: • Stress strain relatio...
Bending Behavior of One way slab and Two way slab: • Bending Behavior of On...
Solved example of lateral load distribution forces: • Solved example of late...
Explanation of Center of Stiffness: • Explanation of Center ...
Explanation of Center of Mass with some examples: • Explanation of Center ...

[@sezergundogdu3952]

Thanks a lot from Turkey for your videos.

[@vinayrb8682]

Good and detail explaination as per HJ shah author. Consider some surcharge wt on top of Rwall and explain could be helpful.

[@46276]

This is the reason why retaining walls, bridges, buildings, dams etc collapse because of backbenchers engineer

[@ravikumarpillai1473]

Good analysis of structural building, need complete RCC frame structured building with complete design with momemt distribution method

[@younisdar9628]

Beautifully explained

[@rahmanrahmani2896]

Another excellent tutorial, very much appreciated. You could do one with surcharge + sloping ground at the back of retaining wall. Thank you !!!

[@sbinfrastructureconstructi136]

Nice maam ur language and time and also ur method of teaching is very very good great understand 👌💯

[@zulkifflibakar3142]

Can u make video on how to design gabion wall

[@jimitpatel3589]

This video of the example is very useful in my mid exam... Thank uu 🤗🙏🙏

[@techinike1807]

Your are a great teaching.....

[@oniyatania529]

It would be nice if you could explain the determination of vertical forces also.

[@callme_SRK]

Yes it would be

[@Sunilthakur-hy6fn]

excellent explaination mam thqu 👍

[@GPlays5]

I am Egyptian study it 🇪🇬🇪🇬

[@mohammedbd1698]

Thanks for your great information

[@soulfulengineer101]

The slant face of the stem are to against the backfill portion..when the backfill height is above the top of wall..thus to withstand the surcharge load.

[@mdvaseem8649]

Very good teaching mam make a video on isolated and combined footing.

[@cwillstructures]

th-cam.com/video/SfyFeny9zVo/w-d-xo.html
For design of combined footing
You can see other parts of this from channel videos
Thanks

[@ahmedal-shimirty856]

How did u get Z value, I know is (bd^2)/6 ..... but what is d in this case please??????

[@lauramutanumbithi]

Thanks a lot
Its excellent

[@nabamsanju3661]

Thank you so much Madamji

[@vijaythakor-bx3zd]

Nice explanation mam

[@kamrankhan-qx6ks]

a o a teacher it is very good for learning plate form

[@ganeswaranulageswaran571]

thanks good teaching method Provide Reinforcement details also

[@cwillstructures]

Thank you.
For design and detailing watch the video given link below:
th-cam.com/video/WzBRSeFa7bk/w-d-xo.html

[@alulabruk7274]

It is very detailed and thank you so much.

[@digvijaymourya755]

Thanks a lot for posting such a great vedio

[@fatensalloum3786]

Well explained, thanks for this efforts, keep going

[@MajedBakri]

thank you for your a great effort
very useful video

[@calvoh9715]

Pa is active pressure at any height of wall, Fa is now the active pressure force, acting on the wall = 0.5Pah.

[@veekshits2098]

👍.. please upload more videos..

[@vrameshbabu2366]

Very good

[@sasikumartherayil9620]

Any video on basement slab and retaining wall

[@highflyer6454]

Well explained ! Really helpful ! Your simple teaching ability is really appreciated ! Thanks a lot & I wish u all the very best !!

[@surajchaudhari7679]

Pressure diagram should be tilted one..it will give horizontal and vertical components.

[@krishnavenikrishnan8857]

Nice explanation

[@karrarobied3653]

12:25
You mean Ultimate bearing capacity or allowable ??!

[@atulchandanshive8543]

In horizontal force passive earth pressures is not taken?

[@TheHarishnagar]

Nice video keep it up😊

[@muralibasireddy5075]

Hi mam these murali for a small dout because of for calculation of BM for earth pressure point of view but yes or no

[@Raju_dileep]

TQs mam🙏🏼

[@saipriyap5615]

Does river water exert passive pressure on retaining wall constructed along the banks of river?

[@litandas3687]

Well...

[@chandrasekaranketheeswaran8498]

Thank you so much

[@solaimanhossain2097]

Tnx video

[@nylidecabatana7710]

i didnt saw on the video how you solve the moment of resistance..

[@Khetesh_Solanki_official]

Hello Sir,
Filter media is being taken in the retaining wall. And what is its use.

[@abhishekgadade4655]

Need gravity retaining wall example

[@amolkalyankar9616]

please analysis under ground water tank

[@razakkhawaja7725]

You have skipped the determination of vertical calculation without calculating the vertical force how we can continue??

[@kamanziprince7002]

thanks

[@naimishkishan4041]

Thanks ma'am

[@9047649877]

Nice

[@jasimalam3845]

You are great teaching

[@shantanugonjare5642]

Hi, how to analyze manually High rise or up to 5 story building & design?

[@rahuljadonsbi6875]

It's useful

[@belloahmad5775]

Who else is watching this a night to their exams?

[@nirmalpanchal5576]

Good

[@mahramhussainsarwari9576]

thank you madam

[@nirbannadeem2496]

Please upload water tanks design

[@pinakkam2]

Great!

[@sattar0099]

Thanks mom

[@Ling536]

Simple masonry retaining wall without reinforced please

[@appukuttan99]

Mam, desgin of toe slab and design of heel slab is not shown and calculation of vertical forces also.

[@tirthgajrawala9408]

Mam if primary dimensions not satisfy,then what to do?

[@christiangenardrejuso5954]

Did you use the uplift pressure?

[@sabrinayusoff9493]

How do you get the dimension of shear key? 0.5m? And how do we take the value of fck and b in the calculation?

[@stamil3857]

Because we basically find 1m breadth

[@akhileshkumarpandey3457]

Is it possible to get my eccentricity in between 0.04m to 0.09m ?

[@asutoshpatel85]

Maam plz give lect of design and g+3 building

[@shiham8]

Do you have calculation for vertical forces?

[@balashivaramakrishana30]

i asked to design to rcc slab and footings and columns software is available how many

[@sachin_bambhaniya]

Mam, one more example send for retaining wall design

[@adharshathul]

How vertical force changed frm 368.26 to328. 266???in last

[@safdarkh786]

I have a doubt. P= Ka*unit weight*height = unit KN/m^2
And Pa= (1/2)*P*height= unit KN/m
Then how is Pa*height÷3 = unit KNm?, isn't it KN?.

[@spacedoutmercy9741]

Isn't this a counterfort wall as the height is more than 6 m

[@sidarthalongjam]

will i be able to calculate all types of retaining wall questions by watching this????
plzz reply

[@mkhan8167]

Same I'm studying prc-2 and this is so hectic 🙃

[@prasannaamannava5385]

Here force units is kn/m but how can u write it force in terms of kn
If we solve that Pa the units will come as Kn/m please reply me to this msg

[@henrypaul8064]

Are didi... 21:15 min main wo 1.2m or 1.2 m same kise depth of foundation??

[@subhanlucky9338]

It's 0.7m above the base slab to G.L.... It's a bi mistake of noting it as 1.2 again

[@shiham8]

There is a issue in your vertical force calculation?
6.2 m x0. 2 m x 25 kn/m3 = 31 kn/m???

[@prateeksharma8060]

multiplied by 1 m ie unit length of wall

[@kaushalsahu4546]

❤🎉

[@Aashish-ll8wp]

Calculation of vertical forces are not shown

[@prateeksharma8060]

yes mam missed it,,,

[@XavierVis]

Mem i can't understand about vertical force'

[@sachin_bambhaniya]

Please mam send G+3 building design problem

[@Fckfevn]

What if fos for overturning moment will be less than 1.5

[@vvenkatesh7557]

SAFE

[@prateeksharma8060]

vertical force slide paper not shown in sequence

[@gengneutral601]

where did you get 25 in vertical load part

[@redzars23]

Density of the concrete

[@gengneutral601]

@@redzars23 terima kasih

[@shrutirathour8660]

Calculation of vertical force isn't demonstrated properly also the steps of calculations while solving the problem aren't in expected sequence

[@danishiqbal9036]

There is calculation confusion or U mistake it
Width of toe slab =1/3× b =1/3×3.35= 1.1166 so on
But u determined it as 1/3×b=1/2×3.35=1.12=1.2 approx
So plz give me solution as soon as possible bcz my exam on 2nd of may plz

[@callme_SRK]

I am watching this at 1.5x again I watched it 1.75x😂😂

[@mohdshahjada9139]

Mam teaching

[@atulchandanshive8543]

35 min

[@marrtulla]

Bb

[@rahmanrahmani2896]

Your F.O.S against sliding is 211.13/300.31 = 0.70 which failed. You have used Pa NOT Fa in your calculation. Thank you

[@mhghofrani206]

Something should be wrong in algebraic sum of Pmin. & max

[@vijithnaik6612]

Mam How to provide reinfocement,?

[@prateeksharma8060]

its in another video

[@kunaljha1874]

@@prateeksharma8060 which one🤔??

[@anuragkhati4547]

Mam video to sahi banatey hou but jiskey numerical karatey ho usse phle toda theory n concept bh bata dia kro

[@cwillstructures]

th-cam.com/video/yJh33yWfgCg/w-d-xo.html
It's already there sir
Pls check the previous video

[@rahulmeerwal111]

1 ghnte me to 10 question kr deta me 😈😈😈😈😈

[@sureshkotwal656]

Pic are not clear please

[@Fckfevn]

Answer back please

[@ShubhamSingh-du9yt]

you have design the retaining structure not analyse wrong title

[@zahravim3092]

you are just writing on the paper not giving the proper explanation

[@rajatsrivastava1831]

Too much lengthy video.. Please don't repeat the concepts

[@pramodkumar-dz2ux]

Mam plz give me your mobile no doubt 6.2 kha se aya

[@mycocrisromasanta]

Mam. Will you marry me? 😂