Where we Can Provide Lapping in Beam and Slab ? Best Zone for Lapping in Beam
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- čas přidán 1. 01. 2021
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Excellent, thank you!
Thank u sir for this video continue your work... god bless u
Master your civil engineering knowledge here📖📖📖
Sir love u,,,,,,,From Bangladesh,,,,,,,
You are contardicting yourself Mr. Engineer because in your video titled LAPPING FORMULA FOR BEAM COLUMN AND SLAB uploaded on 2-15-21 you said that lapping in a continuous beam should be done at the support but in this video you are saying you cannot do lapping at the support. What is true? Will wait for your reply on this because i am confused. Been an avid follower of your videos. Thank you.
I also have the same question
Excellent explain sir
Compression zone is the best place for lapping length.
Thanks For Teaching Sir
Excellent from iraq
Thanks
good for students & some pro
professionalism is 1000
Thanks sir pls explain the best laping for colum Jone
Pls. lap location for raft and swimming pool and grade slab connect with tie beam / with out connect with beam
In the other Video you said for Compression Zone lapping length 24D.
It is minimum
From india
What about plinth beam. Is there is any change in compression and tension zones
Good morning sir
Born to teach
Sir people are telling the beam lapping should given in column middle . Which is correct
sir.. where is lapping zone for distribution bar/side face bar.. ?
What happen when you didn't put leaping on top sir?
Your previous video the lapping zone given at support why
Yea thats what i want to know too
which one is correct sir this or either previous video?
That means l/4 not true???? That is just for stirupp ….After l/3 is suitable for lapping the top
What happened sir ur left hand..
Sound or video alg alg chl rhe h
Sir tabyat mo snga dy
What is 2d mean?
It's mean 2 times the effective depth of beam .
In another way = 2 × effective depth for beam (d).
.Noora from Iraq 🇮🇶
You living in Pakistan and using or referring IS code strange, you should be referring ACI rather than IS.