Check for slabs : • PART 2 | Checks on des... Design of one way continuous slabs : • DESIGN OF CONTINUOUS O...
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@abdullahiahmedmohamed3925 Жыл бұрын
Wooow I've never seen such an amazing explanation like this, bro u have god gifted talent keep going ❤️🔥❤️🔥❤️🔥❤️🔥
@subhajitsaha34055 жыл бұрын
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)?
@Sunny-ki2pr4 жыл бұрын
Depth of slab will be uniform in both the direction
@anirudhkorgaonkar9413 жыл бұрын
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
@chandankarnik Жыл бұрын
Yes. Even I observed that. Plz correct the same
@khan19faiyyaz4 ай бұрын
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??
@chandrasekharj24705 жыл бұрын
what is the formula is used to calculate the slab load transferred in long span&short span(in two way slabs)
@ranjitwankhade528 Жыл бұрын
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?
@Bharathkrishnaa6 жыл бұрын
Thank you so much.. Would be really useful if u post videos like these on every structural members in limit state design... 😁😁
@EverythingCivil6 жыл бұрын
Yes do let me know on which ones.
@WinsteinDc3 жыл бұрын
@@EverythingCivil For 1 way slabs, do we ignore or consider continuous and discontinuous property or it is only considered in two way slabs only only
@vishalgaikwad27974 жыл бұрын
What about different ast positive and ast negative in x and y direction u just consider ast-x ast -y
@harishmasane2286 Жыл бұрын
which condition is use for one short edge discontinuous please tell me sir
@anilpatil87163 жыл бұрын
Sir My Q's. Is Ast X+ are greater than Ast.min then which consideration for slab design plz reply fast
@shreyavk64005 жыл бұрын
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.
@sharathkumarallolla81455 жыл бұрын
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
@reemichangmi4 жыл бұрын
Tysm sir... It has made all my doubts clear. So grateful for the video. ♡🙏
@zayeemshafiq18872 жыл бұрын
In Ast we must take the effective depths for two directions to be different.
@jaydeeppatil14203 жыл бұрын
14:00 as we increase the value of mf then effective depth will be less.. Should we decrease the mf value??
@kaifkhan8892 жыл бұрын
Sir if one short edge is discontinue and 3edges continues then which case should apply ?please reply
@harishjoshi11392 жыл бұрын
Why there is no alpha x negative in the table 26 case 7.
@pradeepyoi69755 жыл бұрын
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
@ojasveeparihar5564 Жыл бұрын
Sir what is MF ,which is used in to calculate fixation depth
@nikunjarya96414 жыл бұрын
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!!
@bhavyabsbhagavaldas96433 жыл бұрын
if shorter span (S1) less than 3.5 ,l/d=32 for continuous slab right??
@harishjoshi11392 жыл бұрын
Also why didn't you take case 2 it also says one short edge continues
@user-ey4ew7xe9p6 ай бұрын
What about torsion reinforcement?
@nikhilmohite93524 жыл бұрын
In s2 slab design if the situation is one shorter edge is discontinue.. this condition is nt given in table.
@raghavmagotra19842 жыл бұрын
what isthe diiference in case 2 and case 8??
@brillientskillsfan42125 жыл бұрын
taking mistake at s1 calculation as +ve and -Ve alpha x
@sanwaria6 жыл бұрын
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.
@EverythingCivil6 жыл бұрын
Sure I'll try to make a separate one for that
@arbazshaikh67714 жыл бұрын
Sir can you make one video on beam design for this two way as well as for one way slab
@Z-add2 жыл бұрын
How will increasing concrete grade affect my steel rod quantity and by how much.
@EverythingCivil2 жыл бұрын
Higher the grade of concrete lower will be steel
@aayushrjl4 жыл бұрын
in bending moment for s1 one short edge continuous is in number 2 but why did you take 8
@amanthakur-ny6ff5 жыл бұрын
What's about torsional RF?
@mathewskurian21242 жыл бұрын
Is there any difference between case 2 and case 8
@kishorgiri5075 жыл бұрын
bhai apne ye modification factor 1.3 kaise le liye , iske baare mein to kahi likha hi nhi bai
@anirudhr20234 жыл бұрын
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?
@EverythingCivil4 жыл бұрын
It's not in the is code. It is simplified.
@jagannathan57075 жыл бұрын
If the slab is square how to identify the edge conditions ???answer please
@EverythingCivil5 жыл бұрын
Square as in ? A square slab is a two way slab.
@lgp_prashant_53342 жыл бұрын
Thank you
@krupalishah49395 жыл бұрын
Why are we choosing case 8 and not case 2 for this sum?
@milindsaraf57705 жыл бұрын
For. one short edge discontinues how to calculate torsional reinforcement
@Z-add2 жыл бұрын
why did you fix your steel to 10mm dia. you could go lower?
@EverythingCivil2 жыл бұрын
Yes u can
@siphesihlesihle13403 жыл бұрын
Tnk you
@chhaganbait49235 жыл бұрын
How to select alfa x or y posative or negative in table 26
@pankajdwivedi30095 жыл бұрын
Sir may i interpolate the value of alfa x and alfa y ifit is in between the standard
@alexashwineth84715 жыл бұрын
how to design a one way slab in between two way continous slabs?
@Civilexpertgoo.6 жыл бұрын
Sir plan per steel show kare. Ki ye steel kaun se support ki h.
@EverythingCivil6 жыл бұрын
Uske liye ek separate video bana deta hu
@josephmathew10185 жыл бұрын
Could you continue this sum up to footing design please
@danielkebede52884 жыл бұрын
can i use solid slab system for long span (6.5m)?
@manisivan9645 жыл бұрын
Superb explanation tquuu....
@EverythingCivil5 жыл бұрын
Thanks for watching.
@varsharatre4295 жыл бұрын
Modification factor ..kaise nikale...limit state method..me..
@anuragkhati45475 жыл бұрын
Sir please make a video on redistribution of moments pls sir
@sushilthapa64434 жыл бұрын
Doulby reinforcement of beam video plz
@WinsteinDc3 жыл бұрын
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
@EverythingCivil3 жыл бұрын
For one way as well as two way
@EverythingCivil3 жыл бұрын
For one way as well as two way
@WinsteinDc3 жыл бұрын
@@EverythingCivil thank you
@victorndikuryayo6992 жыл бұрын
thank u sir
@poojaraghuwanshi75715 жыл бұрын
😍😍good work!!
@RahulYadav-vc7wm4 жыл бұрын
How to calculate modification factor
@safff56825 жыл бұрын
sir..more problem for 2way slab design....plzz
@sireeshapamarthi46804 жыл бұрын
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🤗
@EverythingCivil4 жыл бұрын
If they have beams under it. It won't be considered as cantilever slab. Best example of a cantilever slab is a chajja over window which is free standing supported at the beam. Hope you understood? thanks for watching keep supporting.
@sireeshapamarthi46804 жыл бұрын
@@EverythingCivil bro thanks for ur reply..but my doubt is all about the sides of the slab...will that sides comes under continuous..in that case....
@EverythingCivil4 жыл бұрын
Yes ofcourse that's why I calculated negative moment at that edge as u must have in the seen problem.
@sireeshapamarthi46804 жыл бұрын
@@EverythingCivil cantilever projection slab have the beams projected under it. You have said that it will not be considered as cantilever slab...then this projection comes under which slab
@sireeshapamarthi46804 жыл бұрын
@Everything civil In some cases ..slab is projected out around the building ..what will we call that projection..if it is not a cantilever slab
@shashipal12954 жыл бұрын
Pl.provied hidden beam design
@sourabhdande81363 жыл бұрын
THANK YOU SO MUCH
@arnabmishra78766 жыл бұрын
Can u please explain discontinuous and continuous slab with drawing
@EverythingCivil6 жыл бұрын
Sure. WIll do it.
@pankajdwivedi30095 жыл бұрын
Sir if 1 short edge is continuous and 1 long edge is continuous then how to calculate alfa x and alfay
@allsomalivideos105 жыл бұрын
one short long edge discontinues
@marcsamintog82224 жыл бұрын
hello sir! is it possible to derive moment coefficients rather than refer to the table? and if so, how is it done?
@airmanchitransh44382 жыл бұрын
Yes it's possible
@medaboinashirisha84835 жыл бұрын
We request you to do videos on combined footing
@dishaldatta33754 жыл бұрын
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?
@EverythingCivil4 жыл бұрын
Yes it can be done that way. Its not related to the type of slab.
@nathanielshivennaicker92433 жыл бұрын
Where's the reinforcing detail video?
@user-jx3lz1gp3l8 ай бұрын
AstY+ value is = 43.77
@crchikmath5 жыл бұрын
Can u please upload the deflection check, shear check and development check with drawing?
@EverythingCivil5 жыл бұрын
I have made a video on various checks in slabs.
@adityakalambe95535 жыл бұрын
Make video for stair case also
@ragsdev4 жыл бұрын
How are L/2 and L/3 calculated. What is L?
@EverythingCivil4 жыл бұрын
Effective span of the member.
@vedanshgarg79385 ай бұрын
16:09
@vanigole7368 Жыл бұрын
Calculation of My value is wrong sir
@pranaymogare5 жыл бұрын
thank u
@adityakalambe95535 жыл бұрын
Thanks bhaiii
@manisivan9645 жыл бұрын
Again upload sir... How selected for alpha X and alpha y only.... Full details in 3 floor plan building explaination...
@EverythingCivil5 жыл бұрын
It's the same everywhere.
@karthikamurugan42946 жыл бұрын
Bro.. How to calculate the slab with one short edge discontinues...... reply fast bro
@EverythingCivil6 жыл бұрын
How are the the other three spans? it will depend on that
@karthikamurugan42946 жыл бұрын
@@EverythingCivil other three are continuous
@EverythingCivil6 жыл бұрын
it is case no 2. One short edge continuous. Table 26 IS 456
@mdmazharalam23484 жыл бұрын
Sir box type two way slab steel ka details batayega
@EverythingCivil4 жыл бұрын
Box type I don't understand can u elaborate pls?
@azraansari95624 жыл бұрын
How u r taking M.F ??
@sandidas75445 жыл бұрын
1.3 Kay ha Kahasa milaga
@tegsinghpanwar14903 жыл бұрын
Small words which r not explicit or clear try to write dark pen
@sampadameshram5206 жыл бұрын
how to decide modification factor
@EverythingCivil6 жыл бұрын
its all rational. higher the MF means more steel you are providing and hence your section will be safe and will have smaller cross section.
@arbazshaikh67714 жыл бұрын
@@EverythingCivil any range for MF
@EverythingCivil4 жыл бұрын
1 to 1.5
@manga16823 жыл бұрын
Do you design consultancy
@EverythingCivil3 жыл бұрын
no
@kishorgiri5075 жыл бұрын
how can you assume D = 100
@vishalmahar91665 жыл бұрын
multiple of 50 and it should be greater than what we get i assume
@nikkiboy2756 жыл бұрын
Why we take lx for both moment....
@EverythingCivil6 жыл бұрын
Because the the coefficient (alpha) is derived for x and y direction. The alpha y coefficient converts Lx into Ly to give moment My
@nikkiboy2756 жыл бұрын
Everything Civil elaborate please... Not getting your point bro
@EverythingCivil6 жыл бұрын
Slabs are always designed considering the shorter span because it has more chances of failing on the shorter edge. The coefficients that you see in Table 26 is for x and y direction. Even the though you are taking lx for calculating My the coefficient Alpha y gives you the moment My
@nikkiboy2756 жыл бұрын
Everything Civil yeah that is what I wanted to know