Wooow I've never seen such an amazing explanation like this, bro u have god gifted talent keep going ❤️‍🔥❤️‍🔥❤️‍🔥❤️‍🔥

i have watched lots of video about slab design, but the way u taught me i totally loved it. Thank u so much sir. Just i have one doubt about the effective depth(d), i.e why dont u consider dx and dy in the time of calculating astx and asty as u r providing reinforcement in both the direction(x,y)?

I think you mistakenly taken 0.043 as negative and 0.057 as positive because in code it says opposite in that table please check and tell thank you 11:52

My duobt is if there is one way slab next to two way slab and the longer direction of both the slab is in same direction so longer side of two slab is considered as continuous or not?? Main point is we don't provide bentup bar in one way longer direction so will I continue the bar of longer direction of two slab into the one way slab as case define above if yes we need to provide distribution for bentup bar which was continuoued into the slab??

what is the formula is used to calculate the slab load transferred in long span&short span(in two way slabs)

Sir in this video you took ast min because it is max but if Ast is grater than ast min then which value we will take?

Thank you so much.. Would be really useful if u post videos like these on every structural members in limit state design... 😁😁

What about different ast positive and ast negative in x and y direction u just consider ast-x ast -y

which condition is use for one short edge discontinuous please tell me sir

Sir My Q's. Is Ast X+ are greater than Ast.min then which consideration for slab design plz reply fast

please upload raft foundation, water tanks,beams and retaining wall. for the first time i feel i am finally understanding..thank you so much for this. these are all the topics in my sem ddrcs.

Sir thank you for uploading this video I have Learned so much knowledge from this video and I have a doubt that if a slab is supported between two cantilever beams then the particular slab considered as which slab cantilever slab R one way slab which having the dimensions as 1x3

Tysm sir... It has made all my doubts clear. So grateful for the video. ♡🙏

In Ast we must take the effective depths for two directions to be different.

14:00 as we increase the value of mf then effective depth will be less.. Should we decrease the mf value??

Sir if one short edge is discontinue and 3edges continues then which case should apply ?please reply

Why there is no alpha x negative in the table 26 case 7.

thank you for making such type of videos i really appreciate your work it helps me to pass in DDRCS subject once again very thanks

Sir what is MF ,which is used in to calculate fixation depth

Sir in your previous video from 2017 on design of two way simply supported slabs, when you calculated My value you used a different effective depth i.e. you took into consideration the steel dia. in Y- direction. But here you took same d value for both Mx and My. Please clear this doubt!!

if shorter span (S1) less than 3.5 ,l/d=32 for continuous slab right??

Also why didn't you take case 2 it also says one short edge continues

What about torsion reinforcement?

In s2 slab design if the situation is one shorter edge is discontinue.. this condition is nt given in table.

what isthe diiference in case 2 and case 8??

taking mistake at s1 calculation as +ve and -Ve alpha x

Hi , Nice work there brother thanks a lot first of all. Coming to query , can you please make a video for slabs and beams for detailings of simply supported and continuous patterns as per IS 34 and IS 64 for calculation of top and bottom steel and in mid spans or so. like L/3, L/4 lengths to be provided.

Sir can you make one video on beam design for this two way as well as for one way slab

How will increasing concrete grade affect my steel rod quantity and by how much.

in bending moment for s1 one short edge continuous is in number 2 but why did you take 8

What's about torsional RF?

Is there any difference between case 2 and case 8

bhai apne ye modification factor 1.3 kaise le liye , iske baare mein to kahi likha hi nhi bai

The formula that you have used for calculating area of steel. Is it is listed on the code book or did you simplify a formula?

If the slab is square how to identify the edge conditions ???answer please

Thank you

Why are we choosing case 8 and not case 2 for this sum?

For. one short edge discontinues how to calculate torsional reinforcement

why did you fix your steel to 10mm dia. you could go lower?

Tnk you

How to select alfa x or y posative or negative in table 26

Sir may i interpolate the value of alfa x and alfa y ifit is in between the standard

how to design a one way slab in between two way continous slabs?

Sir plan per steel show kare. Ki ye steel kaun se support ki h.

Could you continue this sum up to footing design please

can i use solid slab system for long span (6.5m)?

Superb explanation tquuu....

Modification factor ..kaise nikale...limit state method..me..

Sir please make a video on redistribution of moments pls sir

Doulby reinforcement of beam video plz

I hope someone sees this and reply me... Do you consider continuous and discontinuous property for one way slabs too?? Or it's just for two way slabs it's considered

thank u sir

😍😍good work!!

How to calculate modification factor

sir..more problem for 2way slab design....plzz

Bro I loved your explanation....but I have a doubt ...the slab has cantilever projections on 2 sides .how that sides are considered?..will they comes under continuous ..please give reply bro....love from ap🤗

Pl.provied hidden beam design

THANK YOU SO MUCH

Can u please explain discontinuous and continuous slab with drawing

Sir if 1 short edge is continuous and 1 long edge is continuous then how to calculate alfa x and alfay

hello sir! is it possible to derive moment coefficients rather than refer to the table? and if so, how is it done?

We request you to do videos on combined footing

I have seen one video from technical civil for one way slabs .... What he did was calculated Ast bottom(centre) and Ast top (supports)... Now while providing Ast top he says 50% is coming from Ast bottom ... Thus actual Ast top to b provided is = (Ast top reqd. - 50% Ast bottom) Can this be applied for 2 way slabs too?

Where's the reinforcing detail video?

AstY+ value is = 43.77

Can u please upload the deflection check, shear check and development check with drawing?

Make video for stair case also

How are L/2 and L/3 calculated. What is L?

16:09

Calculation of My value is wrong sir

thank u

Thanks bhaiii

Again upload sir... How selected for alpha X and alpha y only.... Full details in 3 floor plan building explaination...

Bro.. How to calculate the slab with one short edge discontinues...... reply fast bro

Sir box type two way slab steel ka details batayega

How u r taking M.F ??

1.3 Kay ha Kahasa milaga

Small words which r not explicit or clear try to write dark pen

how to decide modification factor

Do you design consultancy

how can you assume D = 100

Why we take lx for both moment....

26 wrong..it is 40

Wrong assumption

Thanks sir