Analysis Of RC Retaining Wall: Solved example |Civil Engineering
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- เผยแพร่เมื่อ 23 ส.ค. 2024
- 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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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 ...
Thanks a lot from Turkey for your videos.
Good and detail explaination as per HJ shah author. Consider some surcharge wt on top of Rwall and explain could be helpful.
This is the reason why retaining walls, bridges, buildings, dams etc collapse because of backbenchers engineer
Good analysis of structural building, need complete RCC frame structured building with complete design with momemt distribution method
Beautifully explained
Another excellent tutorial, very much appreciated. You could do one with surcharge + sloping ground at the back of retaining wall. Thank you !!!
Nice maam ur language and time and also ur method of teaching is very very good great understand 👌💯
Can u make video on how to design gabion wall
This video of the example is very useful in my mid exam... Thank uu 🤗🙏🙏
Your are a great teaching.....
It would be nice if you could explain the determination of vertical forces also.
Yes it would be
excellent explaination mam thqu 👍
I am Egyptian study it 🇪🇬🇪🇬
Thanks for your great information
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.
Very good teaching mam make a video on isolated and combined footing.
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
How did u get Z value, I know is (bd^2)/6 ..... but what is d in this case please??????
Thanks a lot
Its excellent
Thank you so much Madamji
Nice explanation mam
a o a teacher it is very good for learning plate form
thanks good teaching method Provide Reinforcement details also
Thank you.
For design and detailing watch the video given link below:
th-cam.com/video/WzBRSeFa7bk/w-d-xo.html
It is very detailed and thank you so much.
Thanks a lot for posting such a great vedio
Well explained, thanks for this efforts, keep going
thank you for your a great effort
very useful video
Pa is active pressure at any height of wall, Fa is now the active pressure force, acting on the wall = 0.5Pah.
👍.. please upload more videos..
Very good
Any video on basement slab and retaining wall
Well explained ! Really helpful ! Your simple teaching ability is really appreciated ! Thanks a lot & I wish u all the very best !!
Pressure diagram should be tilted one..it will give horizontal and vertical components.
Nice explanation
12:25
You mean Ultimate bearing capacity or allowable ??!
In horizontal force passive earth pressures is not taken?
Nice video keep it up😊
Hi mam these murali for a small dout because of for calculation of BM for earth pressure point of view but yes or no
TQs mam🙏🏼
Does river water exert passive pressure on retaining wall constructed along the banks of river?
Well...
Thank you so much
Tnx video
i didnt saw on the video how you solve the moment of resistance..
Hello Sir,
Filter media is being taken in the retaining wall. And what is its use.
Need gravity retaining wall example
please analysis under ground water tank
You have skipped the determination of vertical calculation without calculating the vertical force how we can continue??
thanks
Thanks ma'am
Nice
You are great teaching
Hi, how to analyze manually High rise or up to 5 story building & design?
It's useful
Who else is watching this a night to their exams?
Good
thank you madam
Please upload water tanks design
Great!
Thanks mom
Simple masonry retaining wall without reinforced please
Mam, desgin of toe slab and design of heel slab is not shown and calculation of vertical forces also.
Mam if primary dimensions not satisfy,then what to do?
Did you use the uplift pressure?
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?
Because we basically find 1m breadth
Is it possible to get my eccentricity in between 0.04m to 0.09m ?
Maam plz give lect of design and g+3 building
Do you have calculation for vertical forces?
i asked to design to rcc slab and footings and columns software is available how many
Mam, one more example send for retaining wall design
How vertical force changed frm 368.26 to328. 266???in last
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?.
Isn't this a counterfort wall as the height is more than 6 m
will i be able to calculate all types of retaining wall questions by watching this????
plzz reply
Same I'm studying prc-2 and this is so hectic 🙃
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
Are didi... 21:15 min main wo 1.2m or 1.2 m same kise depth of foundation??
It's 0.7m above the base slab to G.L.... It's a bi mistake of noting it as 1.2 again
There is a issue in your vertical force calculation?
6.2 m x0. 2 m x 25 kn/m3 = 31 kn/m???
multiplied by 1 m ie unit length of wall
❤🎉
Calculation of vertical forces are not shown
yes mam missed it,,,
Mem i can't understand about vertical force'
Please mam send G+3 building design problem
What if fos for overturning moment will be less than 1.5
SAFE
vertical force slide paper not shown in sequence
where did you get 25 in vertical load part
Density of the concrete
@@redzars23 terima kasih
Calculation of vertical force isn't demonstrated properly also the steps of calculations while solving the problem aren't in expected sequence
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
I am watching this at 1.5x again I watched it 1.75x😂😂
Mam teaching
35 min
Bb
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
Something should be wrong in algebraic sum of Pmin. & max
Mam How to provide reinfocement,?
its in another video
@@prateeksharma8060 which one🤔??
Mam video to sahi banatey hou but jiskey numerical karatey ho usse phle toda theory n concept bh bata dia kro
th-cam.com/video/yJh33yWfgCg/w-d-xo.html
It's already there sir
Pls check the previous video
1 ghnte me to 10 question kr deta me 😈😈😈😈😈
Pic are not clear please
Answer back please
you have design the retaining structure not analyse wrong title
you are just writing on the paper not giving the proper explanation
Too much lengthy video.. Please don't repeat the concepts
Mam plz give me your mobile no doubt 6.2 kha se aya
Mam. Will you marry me? 😂