Thank you for clarifying the difference Between the D.L. and L.L. for reinforcing bars, but to be clarified for the lapping positions , that it will depend on what is the layer working on for lapping, that's mean if the lapping will be done for the R,bars in tension side , then it should be at the mid center line of the supports while if the lapping is required to the compression side , then it should be at the mid way of the mid span
Lapping is done through basically three methods 1 splicing 2 welding 3 anchoring by mechanical means Splicing: never splice steel bars greater than 36 mm due to eccentric effect For direct tension : max of 2Ld or 30d For flexure tension : max of Ld or 30d For compression bar: 24d In no case lapping should be less than ( 15d or 200mm)max
In singly reinforced slab lapping should be at end for bottom rft and doubley reinforced slab lapping should be @mid span for top bars for tension zone we are providing 60d and for compression zone we are providing 50d.
Development length is the length required for the full development of stress in the Steel, and lapping length varies from 50d to 55d from horizontal and for vertical.
Development length should be as per the printed arrow mark and not what he drew on paper..ie from face of column . لديك خطأ يا عزيزي صاحب القناة فطول الديفلوب يبدأ من دخول السيخ إلى العنصر الآخر أكان عمود أو قاعدة وهو موضح بالسهم المرسوم على اللوحة I'm agree with you Mr. Payal Alam
Amazing video...I have one question You are said that , we are not use laping length in slab ....so what use in the slab if we required length of steel more than 12mm Dia ?
hi, is 40D and 48 D are formulas to calculate development length as well? and when/where do use 40D and 48D? do u weld or just use g.i. wire to join lapping length?
development length is not what you stated. it is total length of the rebar of column inside the raft for stress transfer. so its a typical L shape in the case you presented.
For example T 25 mm steel total standard length 12 m so how we have give overlap 25×5= 125 means 1.25m we have required overlap _____________1.25m______
An other video u mentioned that lapping should be provided at the middle now u are saying that lapping should not provide at the middle...please elaborate
if a beam B1 is connecting to a Col from one side and another beam B2 is connecting from opposite side of col. And both beams details is different B1 has 3 Top continues bars and B2 has 4 Top continous bars how will we provide development length and will B2 continues bars extend into B1 or not plzzzzzzz someone .....
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Thank you for clarifying the difference Between the D.L. and L.L. for reinforcing bars, but to be clarified for the lapping positions , that it will depend on what is the layer working on for lapping, that's mean if the lapping will be done for the R,bars in tension side , then it should be at the mid center
line of the supports while if the lapping is required to the compression side , then it should be at the mid way of the mid span
Lapping is done through basically three methods
1 splicing
2 welding
3 anchoring by mechanical means
Splicing: never splice steel bars greater than 36 mm due to eccentric effect
For direct tension : max of 2Ld or 30d
For flexure tension : max of Ld or 30d
For compression bar: 24d
In no case lapping should be less than ( 15d or 200mm)max
Very good and clear explanation, thanks 👌
Your all video is very helpful for all fresher civil engineers
Development length should be as per the printed arrow mark and not what he drew on paper..ie from face of column
Very useful video thank you sir
In singly reinforced slab lapping should be at end for bottom rft and doubley reinforced slab lapping should be @mid span for top bars for tension zone we are providing 60d and for compression zone we are providing 50d.
how will be when we use lapping in beam structure what is the formula that we use in tension and compression
Thanks for your lectures & I have some question what is the clear maximam column size for G+2 story
Development length is the length required for the full development of stress in the Steel, and lapping length varies from 50d to 55d from horizontal and for vertical.
Development length should be as per the printed arrow mark and not what he drew on paper..ie from face of column
. لديك خطأ يا عزيزي صاحب القناة فطول الديفلوب يبدأ من دخول السيخ إلى العنصر الآخر أكان عمود أو قاعدة وهو موضح بالسهم المرسوم على اللوحة
I'm agree with you Mr. Payal Alam
wow, nice for a young practical site engineer.
Neatly explained. Tq. Any standard length for development length?
Over all dia of lapping length should not increase than 36mm or we should not use single bar for overlapping more than 36mm?
Plz use animations to expline bcz animations is very easy to understand @ once think about it
Thank u very much for ur Videos.
Nice lectures
Amazing video...I have one question
You are said that , we are not use laping length in slab ....so what use in the slab if we required length of steel more than 12mm Dia ?
now a days 50d is used for lap.
Sir, lapping of still road gives better strength or now day's bolte technology gives more strength ?
Noted thank you sir👌👌👌
for Lapping joint both material are taken to be same...??
Hare Krishna thank you so much sir 👍
Weather laping length and development length is taken from overall design length?? Or both is seperate length from design length
DAE Civil Engineer
حاضری لگوائیں اور بتائیں کہ پورے پاکستان میں کہاں کہاں پے جاب کر رہے ہیں اور کیا سیلری لے رہے ہیں
Lapping Length AKA “ Length of Splice “ 👍🏾
As someone said to me on site lapping should be provide on middle of column and as you said that bottom or top
hi, is 40D and 48 D are formulas to calculate development length as well? and when/where do use 40D and 48D? do u weld or just use g.i. wire to join lapping length?
Development length is the total length in the adjacent structure and not only the bend length
What should be the formula for development length
development length is not what you stated. it is total length of the rebar of column inside the raft for stress transfer. so its a typical L shape in the case you presented.
Thank You sir
Despite your accent ,your tutorial is very helpful let me hit a subscribe button.
You explain that so well!
Development length is length anchored to concrete. You are pointing the leg length.
Thanx for knowlede sir ji.
3:46 to 4:20 you are showing wrong dimensions of development length
For example T 25 mm steel total standard length 12 m so how we have give overlap 25×5= 125 means 1.25m we have required overlap _____________1.25m______
What is Minimum Length of Lapping Length and Development Length Sir.
Salam ! I have a question! What is the formula for development length as u explain 45D we can use for laping length mean how much we keep the length
What should be the length to be taken in development length for different Dia
Sir,
How much we should provide development length?
what is the formula for lap length in beam, column and slab. how to calculate rough stone used in random ruble foundation .
great job
In beam Development length starts from the bend of bar of joint of beam and column?
What is lapping joint for formula different elements...like beam,slab,column
Laping formula may be 40d to 60d?
thanks, sir it was so effective.
What is the formula for develop length ??
40d or 48d is development length AND also lapping length
Plus I need example of Reinforcment Dome And ring beam...Thanks
An other video u mentioned that lapping should be provided at the middle now u are saying that lapping should not provide at the middle...please elaborate
Jay shree Ram bro...good video
Please shower how to design column and beams
Very informative
Plz describe about lapping zone in column....
Make a video about how to calculate the development length.
Could you double check development length?
Please tell us about length of Development
Column at foundation
Nice video Sir. Thank you. 👍
What is development length in beam to column
Difference between anchorage length and development length??
Engineer sir.. Super
Please do vedio on reinforcement detail of beam column slab and footing.Please explain bending of bars at edges spacing of stirrups etc with drawings
Plz post the video how to calculate the quantity of steel in footings and coloumns
as far as i know...development length is from edge of clear span and forming "L" shape. not only that straight bar.
Last time you said lapping must be done at the middle only..?
We can caliculate lapping length by dia*5
10*5
12*5
16*5
And so on
It's 50*Dia sir
Sir, I think the information is wrong regarding DEVELOPMENT LENGTH
Development Length is the length embedded into the column
th-cam.com/video/HEk7nfuJs3g/w-d-xo.html watch this link for correct details with examples
What's the lapping length of a column bar
What is the formula for development length for all structure
Plz explain fero roofing
ผมถนัดเขียนมือขวา เห็นครูเขียนมือซ้ายชอบครับ แต่ผมฟังไม่รู้เรื่องหรอกครับ.แต่เรียนมาแล้วอย่างช่ำชองเลยเข้าใจครับ...
Plzz Sami upload videos about bridges and roads please
40×12=480 mm overlapping length
Is hisab se to economy tel lene chali jayegi...
Eccentrical Column and beam shutter work in detail plz sir
How much provide the devlopment length in columns and beam
How much we provide development length
👌👌👌
Sir how much lapping length is required for 16mm rods
Nice clarification bro
Lapping length have an formula 40D, but development length have any formula or not?
nice video sir
if a beam B1 is connecting to a Col from one side and another beam B2 is connecting from opposite side of col. And both beams details is different B1 has 3 Top continues bars and B2 has 4 Top continous bars how will we provide development length and will B2 continues bars extend into B1 or not plzzzzzzz someone .....
What should be the development length span how to calculate it
Sir how much length we take for development length like 48*d for lapping length
I need some deep details about road engineering ...could you plz
This is called, dewelobment length
okhey👍🏾
Thankyou so much sir
How to calculate development length in beam.
Okay !
Bhai Sab hindi me bologe to hme mja bhi aayega or smjha bhi.
What is the formula in development length or how to calculate development length
Vasantham Aravinth for more information go to #technicalandvocabulary
D50
Ld=sigmst fie/4 taubd
Sigmast is yield stress of steel and fie is dia steel
Taubd is bond stress of concrete
(0.87fy*dia)/4 tau
Your answer is ok x ok then result will be divided by ok development length will be appear on top of ok thank you
tnx sir
Show practical also
Make a video that how clear cover is decided (on what basis).
kumar ashutosh for underground beams 4cm and footing 5cm.col 4cm are max dia if the man rft.eg in beam main bar is 20mm so provide 20mm min and so on
Excellent.
Can you explain with practical vedios sir
Ty sir
40 times diameter of 12mm is 20 inches