Correction please,50x25 is 1250 and not 1270 which you specified.

U have good knowledge to give lecture in civil subjects .l always with ur tution.

I really like your approach, best tutor ever, keep it up sir

@9:18 25×50= 1270 that is wrong 25×50=1250 OK

Your video is very important for all fresher civil engineers

Great job . Very informative.

Keep rocking performance sir,it will be useful for each and every civil site engineer, please upload videos sir in structural and plumbing and electrical and waterproofing.

Thanks for the lesson, I have got a lot of idea brother, God bless u,

Thanks Bro 👌 for useful information,

Question about rule 2: To find over lap length, Do we use lesser dia or the top rebar dia?

Excellent video. Keep it up.

Yr Mai new hu es field Mai..... Or Apki video bhout ache lgte h or Bhout Kuch Seekhne ko bhe milta h sir.. Thanku soo much sir

Well explain bro..thank u

Engineer thanks for the lesson

Very helpful

God bless you n yur job,sir

For diff. diameters. Do we take the lesser or the top?

Very good knowledge thanks brother

For finding A zone and B zone in coloumn only two floor beams are considered,is not lintel tie beam required to considered?

Why we provide c/c distance is 1.3 times of lapping length

Very informative vidoe sir

How we can find length above tilt bar plz share something about this

Thanks For Teaching Sir (50 x 25) = 1250

If all diameter bar of column is not same than what lapping length should we kept??

Great sirrrrrr

Good video. Thanks

Bro meri ghar par 1 bu culomn beem nehi he upar kesa ghar koru Please reply

In which situation or circumstances we can change dia of bar. Is it safer.

Best Engineer yes sir sir❤

Upload bbs for slab and continuous beam

Thank you bro.

Excellent explanation

Why lapping is not provided for steel bar havind dia>36mm, what is the reason

What is the purpose of the 6D little length and also what do u mean by plinth level

If number of bars are more than 8 how can provide 1.3 times dist bitween 2 laping centers

Again thank Brother

What if lapping length exceed lapping zone how would you deal with it ? Let say Hn is 3.3m and diamater of rebar 20mm then Lapping length is 1m and lapping zone is only 1.65m but rebars should be 0.3*lapping length apart with each other

Bro isn't the lapping length more, means I haven't seen they provide 1.2m lapping length in any site and 6d (250)is bit more

Sir , if we hv to join the bars above 36 dia what we will do...,sir and also plz explain tilt bars on other video if possible ,based upon situation ,so im following ur videos,by this i can grab.tq so much sir.

Sir is that 1.3 is for stagered bar in colums.??

Bro you have given the lap bend up length as 6d, can you say at what angle it must bend or is there any formula ?

Sir actually 4 coloumn rods 2 rod same height and another 2 rod c/c distance 1.3*50d height correct pls tell

Sir 6D is for that any bar wich we gonna tilled ???

Please provide a video on how to know the number of bars needed in a slab

Then also talk about the stirrups at the lapping zone of the column

Sir good and explain the labing Jone

Syukron . .

Nice

Thanks Brother

Nice explain but is code recommend after 32 mm dia of bar lapping not 36

Assalaam Alleikum brother, i need your help i have build a foundation of 3 store building, the problems are some of the steel bar exposed from the foundation beam are shorter than what is required are shorter than 50cm the steel sizes are 16mm, the formula of lapping 45d gives 72cm and some exposed bar are less than 50cm, how can i solve this problem.. Thank you

Well done pls. Show some practical examples

Wa alaikum salam Broo..indonesia

some times you said the formula is 24d and sometimes 50d which is the right one. the same thing to beam L by 8 and L by 4. very confusing

Please is it proper for lapping in foundation before DPC level?

Why we take lesser dia

Sir i have one question,what is the. Formula for 10mm 12mm,16mm and 20 mm Like you said in this video 20 mm is 50d

Clear Height between plinth beam top and roof beam bottom-11 feets Zone-A-11/4=33 inches Zone-B-11*12-66=132 -66=66 inches There are 6 bars 16mm@4,12mm@2 At zone B top- 2 no of lappings At zone B middle(30 inch below top lapping points)-3 no of lapping At Zone B bottom (30 inch below middle lap point)-1 lapping Whether the above arrangement is allowble? Whether lintel tie beam can be provided any zone? What if lintel tie beam falls on zone-A top area?

it is very important

If column have 8 bars. And how many bars want 1.3 times of dia length.

thanks

Nice video very helpful But u have small mistake 50*25=1250 not 1270

From UAE sir

Sir 50D for 25mm dia is 1250

If top steel is 24 mm dia and bottom steel dai 20 mm dia then which one we take for finding lapping length

Good g

Sir. What it means RCC?

How to provide other bar

common how much lenght is the lepin lent!! i am waiting!!

Awesome explanation bro !!

tnku sir

what is 50 and 6 plz explaned

i like your vedios but u can make good amount of views if u use some modeling vedio for this lapping case

سر پختو کی ھم یو چینل شروع کئیی د سول انجینئر پہ بارہ کئ۔

What could happen if we provide lapping length in the same point?

Thanks a lot

But nice video

where is the proper lapping position of the column span? and why?

6D wala concept clear nhi hua... 6D bht zyada nhi hojye ga requirment se ?

location not mention betweem beam/slab

25x6= 150..sir is it in centimeters or millimeter? Hoping for your answer..

In the other Video you put 45D and in this 50D for lapping length

I couldn't understand the fourth rule ☹, can you explain more

Everything is ok

24mm will not available in market. After 20mm next available is 25 mm only.

Sar transletion kannad

Do not allow an advertisement in the technical educational teaching of your good video. It seemed to be very worst.

Tnx for ur video , but i have a question that on the previous video u said the lapping length is 40D but now u said 50D ....which one is right

25×50=1250 mm and now we need in meters. 1250÷1000mm in a meter=1.25m overlap comes here.

50 * 25 = 1250

may be that is not important which one is right u have take that wy all are saying that is 1250 like that there concept important...

Very unfortunate for unable to multiple correctly

Correction plz,,,50*25,=1250mm,,,but you,,are, showing,,,1270mm,,,why,,,?

25*50=1250mm

Sorry 50*25=1250

A

50*25=1250 mm

No sir 1250 mm hoga

25×50=1250

We didn't use 24mm dia in site