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Continuous One way slab design: As per IS:456-2000| civil engineering
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- čas přidán 6. 08. 2019
- In this video the basic theory of One way continuous slab as per IS:456 is explained also with solved example.
The solved example is calculated with detailed calculation of reinforcement with detailing drawing.
#civilengineering
#onewayslab
#continousslab
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
thanks for yet another good class. You are such a great teacher!!
good example of showing how to calculate the slab
Dear Mam, How did you assumption for 'Pt' percentage & MF (Modification factor). Resolve my doubt Mam, please.
Well versed lecture thank you
great ma'am...keep it up
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.
Thanks very well helpful
Your way is good of teaching.....Please ,I want TWO WAY CONTINUOUS SLAB ....For exam study purpose urgent.....Please ..Vedio upload pannuga...
Thanks sister carry on ...
Ma'am aap sahi kar rahe ho keep Posting daily
how you have calculated steel required from bending moment and which method used LSM or WSM
How did you calculate the steel percentage
plz explain how to calculate the modification factors as per code. i cant understand how to get those values for the fig-4, graph.
If this hall have individual two way slab .can we say to it continuous two way slab.??
Mam, plz do a video on different spans of one way continuous slab and combined one-way and two-way continuous slab...
Thanking you very much for your tutorials. Can you please explain how the loads of Cantilever slab and continuous slab tranfered to beams?
thank you 😍
Nice video
The design is similar to fixed support?
& The beam only having 3 supports?
Mem you are awesome 😎
Nice , can u upload video on column design for 5 floors , both square and rectangular with moments Calculations
How did we take pt in reinforcement step every time
mam,can u put a video regarding curtailment of bars in beam??
how is Pt found out from the moment?
I want design of torsional reinforcement and combined shear problem...Please....And also curtailment irukkamari problems upload pannuga...Please....
Good class keep it up .but requesting to reduce the speed. Thank u
Without calculating fs how did you find modification factor mam ?
Dear Mam, How did you find Pt?
make video on interpolation for finding Tau.c
using is456:2000,table.19
page73
Why did you take eff.cover 20?
i cant understand where those values came from but anyway thank you for the steps on how to calculate the slab
Good , Well can u upload a video on two way continous slab
Make a video on one way fixed beam
GOOD
instead of making videos shorter explain with specifications to overcome confusions rest u r teaching well thank you
Percentage of steel you provided is .23, .3 etc why , how it is safe
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%
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...
Pt = 50fck/fy *(1-(1-(4.6mu/fckbd²))^½)
Mam ast min should be checked. Ast is very small
Please check Bending moment coefficients. The coefficients are for Dead and Imposed(Live) load. Read the Note under Table 12.
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
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..
Couldn't thank much. I was unaware of so many things but things were made crystal clear by you.
In each step
While finding ast for slabs how we decide the percentage of steel
czcams.com/video/TfvIhIefGX4/video.html
You can watch this video tutorial.
@@cwillstructures there is nothing to explain about assuming percentage of steel mam
@@cwillstructures pls explain
Please beam design video load
For fe 500 m20
Ye AAP moment value se percentage of steel kese nikaaal rahi. Hai.. ye nahi samjh aaarhaaa plss tell
There is a formula for percentage of reinforcement, you can find in other videos of mine.
Check czcams.com/video/ZRy3lVMx-UY/video.html
I have given a formula of Pt using moment
Mam IS CODE ka reference bhi dete jao
How do we get percentage of steel....You did'nt mentioned
czcams.com/video/TfvIhIefGX4/video.html
You can watch this video tutorial.
What about distribution bars? U didn’t say anything about distribution bars
maam plz provide pdf
Thanks u r good teacher
Sorry
Please try to talk slowly and clearly without chewing the words. You are not talking HINDI BUT ENGLISH.