AT 13.28 while calculating eff.depth in y direction how come you are taking 6mm for the rod in x direction its 12mm rod for y direction 6mm its of half of the rod. i think you need to take 200-25-12-6 = 157mm. please explain.
Can u tell me how the Ast formula u took??? Tell me the link of derivativion of Astx formula you used. Coz the Annexure G contains different formula for Ast
What about BM COEFF for 4 sides with torsion provision T-26? You took COEFF from T-27 why? What aboutmiddle strip calculation, can you tell? In depth calculation, span to depth is 28 for SS and 32 for Fixed or continuous. If we consider 20x1.5=30 does it satisfy that condition? And, why you multiple with MF as 1.5? It's not for FOS.. Overall nice explanations glad to hear in reply with above answers from asap . Thank you.
One more thing.....while calculating the value of total depth ( D = d.eff + d.cover + Dia of rod/2 ) but u haven't written the value of dia/2 ?? Could u please explain??
Sir how did you get the value for calculation of steel on longer span as. 446 as i did in the calaulator im getiing a error so can you help me out on this
Hello sir I have a slab area of 12'*12' . And while comparing from structural drawing I got less reinforcement as compare to then. Why it is so..... Can you explain me
Hey can you explain how you have decided about slab that it is restrained or unrestrained..... As in question it is mentioned that monolithic construction is done so I think it would the case of torsionally restrained slab in which "all the four edges are discountinuous "I.e simply supported, this should be as per table 26 of is456:2000, case number 9....please tell me as soon as possible
Simple. At any corner where either or both the edges are discontinuous, torsion reinforcement has to be provided. It has nothing to do with monolithic casting.
@@aamir.durrany it is mention in question that the slab is simply supported from all tha 4 edges ... What does it mean.... Actually I am confused in unrestrained slab and restrained slab (case: 9 of IS 456:2000) in case 9 it is mentioned that when slab is simply supported from all edges(discontinuous)) If we designed it as restrained slab then we have to provide torsion r/f else not and coeff. Too are different
@@utterlygood7034 A "Simply Supported Edge" means there's no other slab beyond that edge. Such edge is also called a "discontinuous edge". In the question it is mentioned that all 4 edges are simply supported (discontinuous). That means the slab is just one single slab as it is discontinuous beyond all of its 4 edges. Torsion bars, by default, need to be provided in those corners where either or both the edges meeting at that corner are discontinuous. (Unless they mention specially in question to treat the slab as Unrestrained, in that situation we won't provide torsion bars in any corner). In this example, all the corners satisfy the condition for torsion bars. Also the question didn't tell us to treat the slab as unrestrained. So we provide torsion bars in all corners. Now, the condition when Table 27 is used: Table 27 is used when 2 conditions are satisfied. It is used in only those cases where all the edges of that slab are discontinuous, AND torsional reinforcement is not required to be provided in any corner. For all the other cases we use table 26. The example in the question does not satisfy the 2nd condition for table 27. Had they mentioned to treat the slab as Unrestrained, the 2nd condition would then have been satisfied and we would have used table 27. But in this question, we will use table 26, case 9. He should have used table 26. Hope this helps.
thank you sir it is very clear explanation ,but can you also explain about the techniques how to distribute the moment on the two way slab, on column strips and middle strips?
Major difference is the way of bending..one way slab bends in only shorter direction hence main steel is provided on shorter span. In two way slabs bending takes place in both the direction hence steel is provided in both span.
in continuous slab panels, the reinforcing details over support of one side twoway slab and other side oneway slab of short span parallel to support. how redistribution of moment are to be done, there because longer span have zero moments (in oneway slab) except mimimum steel of 0.12%
It was the best explanation ever...great efforts taken by you But there is problem in calculation we calculated moment in X direction=48.68 And at the time of calculating steel we took 46.68?
in the sum no need of torsion reinforcement and we take the bending moment value at table 26 page no is 91 as per code book , and in question monolithically all side simple supported so we take table 26
When the corners are restrained against uplifting we provide torsion rf , whether it is one way or two way or SS or fixed slab. For eg at corner if there is a column resting on the slab it will be restrained against uplifting.
It's done as per the formula given in the code. As for your question why longer span the answer is the coefficients have been derived by considering only lx for simplicity. Even though if you take lx but multiply by alphay you will get moment along My only.
In simply supported condition of two way slab i think there is no provision of providing torsional reinforcement..it is for the restrained condition when corners are held down???!!!????
Sir i want to know what is effective span of a slab with figure and difference between simplysupported and continious slab with figure sir plz reply me soon
longer span ka steel uper layer me hota hai to sabse pehle maine effective depth 1st layer ka liya jo bar ke center tak hota hai. fir second layer ke center ke liye pehle 6mm 1st layer ka aur 6mm upar ke layer ka.
@@EverythingCivil sir, For effective depth of longer span shouldn't be taken as (200-25-12-6)? Because for the center of upper layer of the bar we must deduct its radius ,lower bars' diameter and clear cover.
if spacing of bars comes in decimal it should be round up to lesser number.example if spacing is 130.33mm it should be round up to 130 or less of that value as 125mm.
There is error in load calculation for per meter
Can u tell me more about it? Thanks.
In load calculation step, for calculation for load per meter it will be multiplied by one meter with total load but you divided.
Yes you got the point correct thanks that's an error. Will pin down your comment so that others can see.
How did you take aspects ratio?
@@civilshorts13754 bhaang khaye ho kya.. l(y)/l(x) hota hai
NO intro NO background music NO glamour just PURE skill and knowledge of teaching thank you sir have a good day
YOU TEACH VERY WELL BRO....KEEP IT UP ! GOD BLESS U
Thank u so much. Pls share with ur friends.
Very good example to explain two way simply supported slab ,thanks for your effort.
Two way simply supported slab explained in a very nice manner. Thanks and keep it up.
Thanks dear. Keep supporting ❤️
Your teaching is just awesome...I hope you upload more of the videos regarding civil engineering subjects
thanks bro....you helped me to pass exam after a long time....awww bhai shukriyaa🤗❤
Excellent explanation sir. All your videos are worth seeing
very well explained . Concept and language fluency is really good. May god Bless you with loads of happiness and good fortune ahead. all the best.
Thanks for watching.
@@EverythingCivil how did you calculate aspect ration
@@ashutoshcheke7547 aspect ratio is longer side/shorter side of slab. ly/lx Can u pls tell what you want to know?
Thanks sir 😊😊😊i hope we get 20marks on that ques. 😀
Kajal nimgade only 14 marks per answer😅
hi
Very sincere efforts... Nice job bro... Keep it up!
Thanks
Thanks u.very clearly u have explained all things.👍
sir I didnt understand in the shorter span the distance 467mm from the support , where this come from?and why please explain .thank you and regards.
What is torr you keep telling?
You are great teacher brother ❤
Please tell me about minimum dia of bars to be provided in slabs,beams,columns ( means not less than that)
Minimum diameters
Slab - 8mm
Beams - 10 mm
Columns - 12 mm
Thanks for watching
Everything Civil Thanks
Thanx buddy ...you made things easier ...
At 7:30 duration the αx and αy values is not get by Interplotation ?
LX + half of width of support is taken in calculating if it is not given we assume the width of support
AT 13.28 while calculating eff.depth in y direction how come you are taking 6mm for the rod in x direction its 12mm rod for y direction 6mm its of half of the rod. i think you need to take 200-25-12-6 = 157mm. please explain.
Span/depth ratio jo apne bataya wo beam ka h ya slab ka? Beam ka alag hota h n slab ka alag hota as per code.
Can u tell me how the Ast formula u took??? Tell me the link of derivativion of Astx formula you used. Coz the Annexure G contains different formula for Ast
What about BM COEFF for 4 sides with torsion provision T-26?
You took COEFF from T-27 why?
What aboutmiddle strip calculation, can you tell?
In depth calculation, span to depth is 28 for SS and 32 for Fixed or continuous. If we consider 20x1.5=30 does it satisfy that condition? And, why you multiple with MF as 1.5? It's not for FOS..
Overall nice explanations glad to hear in reply with above answers from asap .
Thank you.
Very good brother 🤗 all'the best
sir please draw and explain reinforcement details. I can't understand and where you get the 280mm spacing.
shouldn't depht in case of y be 157 mm? because you subtracted the radius and i guess dia should have been subtracted
Excellent man.. well explained.
Well simplified brother, CHEERS from NITM
Just wanna ask if a continuous slab has 1m cantilever slab at discontinue edge will it be interior slab or discontinue slab
Really well explained.👌👌👍
I have one doubt.....at 13.32 u have written ( 200 - 25 - 6 - 6 ) don't u think one of them should be 12 becoz it's the diameter of bar we're taking??
One more thing.....while calculating the value of total depth ( D = d.eff + d.cover + Dia of rod/2 ) but u haven't written the value of dia/2 ?? Could u please explain??
Pretty neat explanation. Keep up
Bro, Kay slab ko 3/4 mid span me Nahi divide karoge ,why pls explain
how to provide edge stirrups ( l/8 ratio) ?
At last for torsion the if the minimum spacing is 3d
Sir how did you get the value for calculation of steel on longer span as. 446 as i did in the calaulator im getiing a error so can you help me out on this
Simply supported on all four edges with held this is the condition...
Which values are taken sir
For slabs 12mm is heavy rod I think. Is it OK. For which purpose this type used.
Where is the formula of astx in is code
Hey in the two-way slab where would provide distribution bars? as we provide in one-way slab.
There's no distribution bars in 2 way slabs. All the bars are main bars.
Why didn't you use table 26 for alpha x and alpha y calculation sir?
Hello sir
I have a slab area of 12'*12' . And while comparing from structural drawing I got less reinforcement as compare to then. Why it is so..... Can you explain me
Hey can you explain how you have decided about slab that it is restrained or unrestrained..... As in question it is mentioned that monolithic construction is done so I think it would the case of torsionally restrained slab in which "all the four edges are discountinuous "I.e simply supported, this should be as per table 26 of is456:2000, case number 9....please tell me as soon as possible
Simple. At any corner where either or both the edges are discontinuous, torsion reinforcement has to be provided.
It has nothing to do with monolithic casting.
@@aamir.durrany it is mention in question that the slab is simply supported from all tha 4 edges ... What does it mean.... Actually I am confused in unrestrained slab and restrained slab (case: 9 of IS 456:2000) in case 9 it is mentioned that when slab is simply supported from all edges(discontinuous))
If we designed it as restrained slab then we have to provide torsion r/f else not and coeff. Too are different
@@utterlygood7034 A "Simply Supported Edge" means there's no other slab beyond that edge. Such edge is also called a "discontinuous edge".
In the question it is mentioned that all 4 edges are simply supported (discontinuous). That means the slab is just one single slab as it is discontinuous beyond all of its 4 edges.
Torsion bars, by default, need to be provided in those corners where either or both the edges meeting at that corner are discontinuous. (Unless they mention specially in question to treat the slab as Unrestrained, in that situation we won't provide torsion bars in any corner).
In this example, all the corners satisfy the condition for torsion bars. Also the question didn't tell us to treat the slab as unrestrained. So we provide torsion bars in all corners.
Now, the condition when Table 27 is used:
Table 27 is used when 2 conditions are satisfied. It is used in only those cases where all the edges of that slab are discontinuous, AND torsional reinforcement is not required to be provided in any corner. For all the other cases we use table 26.
The example in the question does not satisfy the 2nd condition for table 27. Had they mentioned to treat the slab as Unrestrained, the 2nd condition would then have been satisfied and we would have used table 27. But in this question, we will use table 26, case 9.
He should have used table 26.
Hope this helps.
Yeah! The coeff should be as per 26 and not as per 27,Anyways Thank you very much!!
Sir simply supported two way slab always provide torsion ah?...or not... On qn given na find torsion?...
Sir modification factor kaise lena hai
MF lene ke kya criteria hai
Sir please bataye
Part 4 me moment nekale ke leya w=22.5 leya geya hai....but iska to total load hai 15kn/m ..22.5 kaha se ati ha ?
in calculations we have taken b as 1000 mm means we are considering for 1 metre width ? please clarify
Yes dear you are absolutely correct.
good explanation sir. please upload one complete residential building design video.
thank you sir it is very clear explanation ,but can you also explain about the techniques how to distribute the moment on the two way slab, on column strips and middle strips?
What about reinforcement in eedge stripup calclution??
Ast in X dir is 800 mm2
Is this value is right according to the minimum reinforcement criteria for this slab ...
Please cross check
And explain...
Don't we have to check for deflection?
sir what is design difference between one way and two way slab n design point of view
Major difference is the way of bending..one way slab bends in only shorter direction hence main steel is provided on shorter span. In two way slabs bending takes place in both the direction hence steel is provided in both span.
Sir, your method of teaching is so impressive, and thax for this, but how to get 800 of Ast because you chose wrong value 46.68 , pls confirm
Yes wrong calculation
sir can u please tell how u got the formula of Ast ?
wizard thil bro did u find it? I am still searching
@@sachinrajeev44 Bro,the formula for finding out the area of steel is given in the Codebook (IS:456:2000).
Page no-96.
What about the Calculation of shear force
And development length
Plz reply
actually the information are so good .
I m glad you liked it.
in continuous slab panels, the reinforcing details over support of one side twoway slab and other side oneway slab of short span parallel to support. how redistribution of moment are to be done, there because longer span have zero moments (in oneway slab) except mimimum steel of 0.12%
Hey. The shorter Spam which is Lx is 4.5m according to the question. In the solution, You are taking it as 4.675m. Can I know why?
4.5 is the clear span and 4.675 is the effective span. We use effective span value in all calculations.
Hlo sir..u haven't shown calculation of ly...can u explain?? And without ly..how can u find the value of alpha x
Calculation of steel which clause
Md k fomula v code me nhi mila ??? 8:48
Plz have a session on design of retaining wall
When do we use clause 24.1 in two way slab
& What if just one condition is satisfied of 24.1 what do we do then
ua-cam.com/video/cIbguRGQx4M/v-deo.html
visit this link you got your answer
Sir ,can you pls tell me how you calculated "d" in check for depth
For under reinforced sections the actual depth is greater than balanced depth
Is it a drop? How to calculate drop?
Hello sir...how to calculate floor finish......plz tell me importnt
We assume it as 1KN/m2
moment at x direction is 48.68..but @ 10:05 u have taken it as 46.68....
It was the best explanation ever...great efforts taken by you
But there is problem in calculation we calculated moment in X direction=48.68
And at the time of calculating steel we took 46.68?
Yes I'm sorry for that error. I hope you understood the design step.
You will have to interpolate bro.
@@EverythingCivil yes and i have followed same design steps in exam as well...thanx for the video
While calculating Mx value you put effective length value ...But in formula it is Shorter span ...Correct me if i am wrong
Does two way slab can be continuous
Yes it can be..
how do we find the number of bars required for torsion reinforcement?
Length /C toC spacing
Good explained sir...
We have bend to upward in the LX and ly direction what is that length and how to find that length. Remaining else is very clear thank you.
I can give u detailed drawing of the bending procedure. Please mail me at zari.furkan@gmail.com
Is it RCC
How to calculate modification factor
Please say something question given 6m× 5m now I an confused about that longer span is longer span is 6 m I am right
Yes ofcourse longer span will be 6m. The same we use for calculating the aspect ratio i.e ly/lx longer / shorter which in your case is two way slab.
How to draw the diagram of torsional pls tell me to complete torsional details pls .........
Buddies 2018 in beams or slabs?
In Question you have taken Fck M30 grade of concrete and you have taken M25 in checking for depth
in the sum no need of torsion reinforcement and we take the bending moment value at table 26 page no is 91 as per code book , and in question monolithically all side simple supported so we take table 26
replies fast
please provide the check for depth
Some more steps like check for shear are not explained in this video
Check for shear is generally not required
How to design slab with openings..for shaft or air ventilation
How can you get 'b' value
Per one metre width of the slab
How to find l effective when support is given
Distance between centre of both supports will be l effective
Torsion r/f will be only for s.s? Or fixed also?
When the corners are restrained against uplifting we provide torsion rf , whether it is one way or two way or SS or fixed slab. For eg at corner if there is a column resting on the slab it will be restrained against uplifting.
for longer span, in My why value of Lx is taken?? why not Ly?
Ly give more moment than Lx
It's done as per the formula given in the code. As for your question why longer span the answer is the coefficients have been derived by considering only lx for simplicity. Even though if you take lx but multiply by alphay you will get moment along My only.
Sir both span k lie nominal shear different hoga n
Yes and always consider the greater one.
In simply supported condition of two way slab i think there is no provision of providing torsional reinforcement..it is for the restrained condition when corners are held down???!!!????
Sir in first step why span is taken 4.5 sir
What is meant by restrained at corners
It means torsion reinforcement has to be provided.
basic value of l/d ratio for two way slab for simply supported is 35. you have considered 20 which is for one way slab...
If the edges are monolithically casted with beam that makes it a restrained slab.
Sir i want to know what is effective span of a slab with figure and difference between simplysupported and continious slab with figure sir plz reply me soon
sure will make next video on that.
check for depth wala calculation samajh nahi aarha... please help
what about check for deflection and check for shear ? sir
ua-cam.com/video/x-nc7avMH0w/v-deo.html please watch this link. Deflection check is given only for short span
No anchor bar?
Very nyc sr bt agr diagram v step se bnaate toh👌👌
Sir effective depth longer span mei jo aap do baar 6 deduct kiya usko please explain karei
longer span ka steel uper layer me hota hai to sabse pehle maine effective depth 1st layer ka liya jo bar ke center tak hota hai. fir second layer ke center ke liye pehle 6mm 1st layer ka aur 6mm upar ke layer ka.
Everything Civil Thx
@@EverythingCivil sir, For effective depth of longer span shouldn't be taken as (200-25-12-6)? Because for the center of upper layer of the bar we must deduct its radius ,lower bars' diameter and clear cover.
Sir can u please give the link of IS 456 SO we cam refer it
www.google.com/url?sa=t&source=web&rct=j&url=www.iitk.ac.in/ce/test/IS-codes/is.456.2000.pdf&ved=2ahUKEwiNgaWEvr7sAhWQwzgGHT2oCuIQFjAAegQIBhAB&usg=AOvVaw1OPLkCDrgfp2d0JZoVr6S9
if spacing of bars comes in decimal it should be round up to lesser number.example if spacing is 130.33mm it should be round up to 130 or less of that value as 125mm.