Doesn't the orientation angle with reference to the global affect value of N in slip 1 and 2 as well ? I think Slip 1 and 2 should be negative in both N and T
thank you sir .....i have doubt the value of angle of deflection ( delta ) is find out by protector or some assumption or may some other way to find the value of delta
In dec 2016 mumbai university the question asked about Swedish circle method stated that (slope of embankment is 1:1. 5). Sir what is the meaning of it? Please.. reply sir🙏🙏
I want to ask a question.I have calculated Fs from Michalowski’s (2002) 1.875 and I have calculated Fs=2.047 from slope stability program.What is the reason of this difference?
If the mid-ordinates have length in metres and if the width is in metres as well, how does multiplying length*width = volume (which must have a power of m^3) ?? Please help!
This is based on the Mid - Ordinate Rule. Mid-ordinate Rule is another method used to find the approximate area under a graph. Since integration between two limits also gives the area under a graph then the Mid-ordinate Rule can often be used as a way of finding an approximate value of a definite integral.
fantastic video....one thing also is that your volume is actually area hence the weigth is KN PER M length of dam....great job bro
it's unit width perpendicular to plane you stupid diot
this video is really helpful for me
Thank you 😊
Superb sirji now please pray I will pass my tomorrow's exam☺.
That was a very clear and perfect explanation ...........i need explanation on Stability Analysis of Soil Slope Based on Probability Method
Thank you
Thankyou so much sir...clearly nd well explained..systematically..this video helped me☺👍..
Welcome 😊
super sir very helpful
I have exam in 20min very thank you for your service
Mr.Marlapalle
Thanks for such a clear explanation...Janpu Method that very popular for analysis of fluvial environments as Sweden Origin
Welcome 😊
@@vedprakashmaralapalle5360 Very thanks...
Great job, but what if the radius is not given?
I really appreciate it. I will like it 1000 times if I can...
thank you
That was a very clear and perfect explanation.
Thank you.
Best lesson ever seen
احلى درس لاحلى هندي شكرا
Tq soo much sir. Ur explanation is Excellent and easy to understand. 👏👏👏👏🙏🙏🙏🙏
Wonderful method of teaching ❣️
Thank you! 😃
VERY HELPFUL VIDEO.THANKS FOR SHARING. i WILL BE SHARING THIS WITH MY STUDENTS. THANKS AGAIN
Welcome
Perfect explanation good job sir 😮
is it fellenius method of slices??
excellent video really clear and easy to follow. Thanks
Thank you so much sir for making this video. It is great help for students 🙏
All the best
Thanks so much really helped me with an asssignment
I'm so glad!
Amazing video🌠
Thank you!!
Great video Sir🙏
Fantastic video! Well done sir!
Thank you
Explanation is very good
Thank you
Please share with your friends
This video helps me, thank you very much..
Welcome
Fabulous explanation
Thank you, share with your friends
When I calculate this exam the FS=2.630, can you explain to me that how did you find it to be FS= 1.14. Please
@@vedprakashmaralapalle5360 i watch the full video, but still i couldn't find the answer. i get 2.6 too
@@kamiliasharir962 its calculation mistake, answer is 2.79
@@vedprakashmaralapalle5360 thank you so much for your reply.
Thank you so much for the clear explanation sir
Explained clearly thank you sir
Welcome
excellent explanation brother.
Thank you
Helped me alot... Thank you sir
Thank's for this video, it helps me. Sir can you provide video on culmann's and rabhann's graphical method.
Sir please explain the problem with effect of water table . Tomorrow is our exam please sir🙏🙏🙏🙏🙏
Very helpful Thank you 🙏💕
Wow ♥️..
But that volume u calculated is Area in meter square.
So the unit of weight also changes to KN/m^2..?
Sir if the problem is for the failure impending circle...The fs value will go high??
Nice explanation
Thanks for liking
Can u please make a video on Bishop's simplified method with 2 layers of soil strata?
Is Swedish and fellenius angle method same?
2.79 aa rha hain
Very nice video
Wonderful 💕🥰
Doesn't the orientation angle with reference to the global affect value of N in slip 1 and 2 as well ? I think Slip 1 and 2 should be negative in both N and T
Yeah it should have been
@@hmmm4262 no... cos(-angla)= +ve value but sin(-angle)= -ve value...
thank you sir .....i have doubt the value of angle of deflection ( delta ) is find out by protector or some assumption or may some other way to find the value of delta
Use anything you have to measure an angle whether it is protactor or by trigonometry 🤨🤨🤨
Sir can we make only 6 slices ?? 5slices of 2m width and last one of 2.7m width?
Yes, you can.
OK sir.. if I did like that what about the accuracy level?
@@sunandasdesai6973 Less slices less accuracy, more slices more accuracy
@@sunandasdesai6973 More slices,more accuracy, lesser slices less accuracy
Excellent brother, I request you to upload bishops theory and problem please.....
Thank you
Thank you so much Sir for your wonderful and crystal clear explanation !!!👌
Please KEEP UP THE GOOD WORK 💐🙏💐 !!!
Thank you, I will
Good explanation ...thank u sirr
Thank you
HII VP, COULD YOU UPLOAD A VIDEO ON FELINEOUS METHOD OF SLOPE STABILITY . IT WOULD BE A GRATE FAVOUR FOR ME AND SO AS TO OTHER
Isn't the felinius method the same as swedish ?
In dec 2016 mumbai university the question asked about Swedish circle method stated that (slope of embankment is 1:1. 5). Sir what is the meaning of it? Please.. reply sir🙏🙏
1:1.5 in this 1 is vertical distance and 1.5 is horizontal distance.
1/1.5 = tan @
Thank you so much Sir🙏🙏
Sir ,how width*midordinate length=volume?
Width *mid ordinate* 1meter unit length =Volume
width x midordinate x 1 m length we consider = volume
Ek no bhai
where is length of arc sir ? (like where it is given)
Awesome , thanks
Sir, if that 4m distance and the 10m radius isn't provided, how will the wedge construction be possible?
If radius is not given, Assume suitable data.
Accha sir -ve sign apun 3,4,5,6&7 slice k liye bhi le skte the??ya jo left main ja rha hai self wt k ussi ko lene ka??
Jo left me Ja raha he wo -ve and Jo right me Ja raha he wo +ve
I want to ask a question.I have calculated Fs from Michalowski’s (2002) 1.875 and I have calculated Fs=2.047 from slope stability program.What is the reason of this difference?
As in michalowski's c is not in use
How to calculate area for each slice
Can I apply on practical field ..
Yes
I applied your final formula with the same numbers for FS but I don’t get 1.14, can you please explain
its calculation mistake, answer is 2.79
How is the mid ordinate the area?
Good explanation tq sir
thank you very much its very helpful. its possible to get help one to one ?
Thank you
Really helpful video
Sir can u please make a video of swedish cirlce method for purely cohesive soils?
For purely cohesive and undrained the value of phi (internal angle of friction) is zero. We only consider the cohesion value.
If the mid-ordinates have length in metres and if the width is in metres as well, how does multiplying length*width = volume (which must have a power of m^3) ?? Please help!
We assume 1meter hight.
@@vedprakashmaralapalle5360 The first inclination line you drew with 30 degree angle, how long is that line before you drew the line of depth of 5 m ?
Very helpful
Thank you
I don't know what to say but thank you sir
Thank you
Thanks sir..😃
Very interesting.
Thank you
Can you please upload the Bishop's simplified method?
Thank you so much
Welcome
how can you get volume in (m^3) by multiplying mid ordinate(m) and width(m)? e.g i get --> For no. 1> 0.8m x 2m= 1.6m^2.
Because you are assuming a unit thickness
This is based on the Mid - Ordinate Rule. Mid-ordinate Rule is another method used to find the approximate area under a graph. Since integration between two limits also gives the area under a graph then the Mid-ordinate Rule can often be used as a way of finding an approximate value of a definite integral.
Thanx a lot bro
If volume= mid ordinate*width how it's possible , unit is mismatched. Please reply as soon as possible
Throughout length of Depth is consider 1m.
@@vedprakashmaralapalle5360 ok thanks
How to solve it mathematically(mathematical formulae) .. I mean not with the help of graphs..
One problem on Fellunious Method
I need your help in a problem of same kind. Can u plz help?
If radius and BC distance is not given how to locate O point?
You can't locate O point without radius
Sir width*middle ordinate=volume ......is it possible
Same question
He considered for 1 metre run which gives area multiply by 1
Mid ordinate * width =sq.m ....how can we get volume cubic.m
unit length perpendicular to the plane has been assumed..so width*mid ordinate* 1m=meter cube
thank you soo much sir
Welcome
@@vedprakashmaralapalle5360 pls respond
Thanku so much sir solve my biggest problem also subscribe your channel
Share with your friends.
Thanks🤘
thank you
Thanks but what is" L "
Nice plz upload more lecture
Depth of cut is not given in mu qn paper?
Anas khan if data is missing then we have to assume the data.. Read instructions on the question paper. Assume suitable data.
My Civil Engineering World by Vedprakash Marlapalle thanks se❤️
My Civil Engineering World by Vedprakash Marlapalle sr distance of B C also v have to assume?
Yes
My Civil Engineering World by Vedprakash Marlapalle ok sr thxs
thank you sir
-ve value is only taken for first two slices of T column not for N column why???
Koi answer batao iska
ಮಹಪ್ರಬುಗಳೆ ಧನ್ಯವಾದಗಳು
English please
FYI - using your numbers, the final answer is wrong.
The Factory of Safety should be 2.79
Nice sir
This helped
Sir i can't see you're shear strength sums please upload it
Ok
@@vedprakashmaralapalle5360 sir Monday are my exam please do it fast if you can
@@S_akshat ok
@@vedprakashmaralapalle5360 thank you sir
@@vedprakashmaralapalle5360 sir upload na shear strength sums😅 ASAP
nice sir
Ok ty sir
Anyway. The gamma in your question is 18 kN/m³. But, you put it 10 kN/m³ on your last step
Watch it again it's not Gyama, it is radius.
Good
sir apki awaz to ranbir kapoor jesi h
Thank you
Tnx sir..
hello im from school civil..