Continuous One way slab design: As per IS:456-2000| civil engineering

[@sivamkumarsingh5816]

U r teaching structure subject so, simultaneously,u should explain basics also like MF,FF SF etc.in detail bcs it create confusions & don't worry about video getting longer or shorter

[@santhoshmohan6989]

Your way is good of teaching.....Please ,I want TWO WAY CONTINUOUS SLAB ....For exam study purpose urgent.....Please ..Vedio upload pannuga...

[@ganeshannageswaran9301]

Dear Mam, How did you assumption for 'Pt' percentage & MF (Modification factor). Resolve my doubt Mam, please.

[@onaziagbese7779]

thanks for yet another good class. You are such a great teacher!!

[@澳特曼-l8q]

good example of showing how to calculate the slab

[@amanbagrecha]

Couldn't thank much. I was unaware of so many things but things were made crystal clear by you.

[@amarkjeng2597]

Mam, plz do a video on different spans of one way continuous slab and combined one-way and two-way continuous slab...

[@husnainiqbal7534]

To conclude M.F. you assume percentage tension reinforcement but you did not tell us how to find/assume fs value for deducting M.F.. I need your assistance in this regard.

[@akashjadhav920]

how you have calculated steel required from bending moment and which method used LSM or WSM

[@tusurajmaisanjh4059]

Nice video

[@santhoshmohan6989]

I want design of torsional reinforcement and combined shear problem...Please....And also curtailment irukkamari problems upload pannuga...Please....

[@dorjeewangchuk8996]

How did you calculate the steel percentage

[@tezparker3558]

plz explain how to calculate the modification factors as per code. i cant understand how to get those values for the fig-4, graph.

[@emmanuelraju6234]

Thanking you very much for your tutorials. Can you please explain how the loads of Cantilever slab and continuous slab tranfered to beams?

[@harishmasane2286]

thank you 😍

[@prasanna6469]

Nice , can u upload video on column design for 5 floors , both square and rectangular with moments Calculations

[@irshadalikilaniya4335]

great ma'am...keep it up

[@skhero9103]

The design is similar to fixed support?
& The beam only having 3 supports?

[@joozerpoonawala3241]

Ma'am aap sahi kar rahe ho keep Posting daily

[@balemkarap5090]

make video on interpolation for finding Tau.c
using is456:2000,table.19
page73

[@Sully...]

How do we get the percentage of steel value in different spans and supports? I noticed you took 0.30% for end spans and 0.24% for intermediate spans. And for supports you took 0.35%

[@amarkjeng2597]

It's not like u noticed, she didn't explained that... From BM value v can calculate Pt value from code book sp-16, Pg 48...

[@NirmalNikhil]

Pt = 50fck/fy *(1-(1-(4.6mu/fckbd²))^½)

[@Kashur1.]

instead of making videos shorter explain with specifications to overcome confusions rest u r teaching well thank you

[@SouravDas-vi8fs]

Mem you are awesome 😎

[@projectcoordinator2145]

Good class keep it up .but requesting to reduce the speed. Thank u

[@sharathchandrareddy7952]

Please check Bending moment coefficients. The coefficients are for Dead and Imposed(Live) load. Read the Note under Table 12.

[@cwillstructures]

Thank u sir for your comment. I have consider coefficient for Dead load and live load only as per Table no 12, IS:456-2000 for span and support moment

[@juthinalex3106]

mam,can u put a video regarding curtailment of bars in beam??

[@jaiharris9824]

Thanks sister carry on ...

[@arunsiva4496]

Sister... I have a doubt.. For effective span, you have selected simply supported condition.. But there is a separate condition for continuous slab.. Kindly clarify my doubt sister..

[@prasanna6469]

Good , Well can u upload a video on two way continous slab

[@jamesjerickbartulo4127]

i cant understand where those values came from but anyway thank you for the steps on how to calculate the slab

[@lovelyvaishnavi2989]

Make a video on one way fixed beam

[@ganeshannageswaran9301]

Dear Mam, How did you find Pt?

[@madhurkaushal1984]

If this hall have individual two way slab .can we say to it continuous two way slab.??

[@akj0082]

Thanks very well helpful

[@madhankumarjarugumalli7529]

How did we take pt in reinforcement step every time

[@gokulkrishnan7217]

Without calculating fs how did you find modification factor mam ?

[@zedagimtesfaye3103]

GOOD

[@MrPearllotus]

Well versed lecture thank you

[@harishkumarsharishkumars848]

Percentage of steel you provided is .23, .3 etc why , how it is safe

[@selvarajmurugan9996]

Why did you take eff.cover 20?

[@001_kkb]

In each step

[@sreerejm8540]

how is Pt found out from the moment?

[@ersharma635]

Mam ast min should be checked. Ast is very small

[@chetanskumar7876]

While finding ast for slabs how we decide the percentage of steel

[@cwillstructures]

ua-cam.com/video/TfvIhIefGX4/v-deo.html
You can watch this video tutorial.

[@mdashif4968]

@@cwillstructures there is nothing to explain about assuming percentage of steel mam

[@mdashif4968]

@@cwillstructures pls explain

[@001_kkb]

Mam IS CODE ka reference bhi dete jao

[@rashi____391]

Ye AAP moment value se percentage of steel kese nikaaal rahi. Hai.. ye nahi samjh aaarhaaa plss tell

[@cwillstructures]

There is a formula for percentage of reinforcement, you can find in other videos of mine.
Check ua-cam.com/video/ZRy3lVMx-UY/v-deo.html
I have given a formula of Pt using moment

[@mohdasif5266]

Please beam design video load
For fe 500 m20

[@shashiware6763]

How do we get percentage of steel....You did'nt mentioned

[@cwillstructures]

ua-cam.com/video/TfvIhIefGX4/v-deo.html
You can watch this video tutorial.

[@faizankamal6844]

What about distribution bars? U didn’t say anything about distribution bars

[@moufidjazouli1778]

Please try to talk slowly and clearly without chewing the words. You are not talking HINDI BUT ENGLISH.

[@omendrajakhar663]

maam plz provide pdf

[@yousifali8294]

Thanks u r good teacher

[@sekudone]

Sorry