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

@sulemansikander5161

5 ай бұрын

Yes

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

@johnchiao4804

4 жыл бұрын

hahahaha!! what is that?????

@er_noyda9613

4 жыл бұрын

@@johnchiao4804 .awwwww broooo I'm joking 😡😂😂😡

@KGNBOYSCREATION

4 жыл бұрын

Right bro mai bhi yhi bolne wala tha

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

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

Your video is very important for all fresher civil engineers

@mohantisso4234

Жыл бұрын

very very nice explaination

Great job . Very informative.

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

@CivilEngineerss

4 жыл бұрын

welcome bro

@salmansomroo573

4 жыл бұрын

Sir khah sy ho

Well explain bro..thank u

Thanks Bro 👌 for useful information,

God bless you n yur job,sir

Very good knowledge thanks brother

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

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

Engineer thanks for the lesson

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.

Very informative vidoe sir

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

Good video. Thanks

Thanks For Teaching Sir (50 x 25) = 1250

Very helpful

Excellent explanation

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

Upload bbs for slab and continuous beam

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

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.

@harikahoney3816

3 жыл бұрын

If dia is more than 36 then we go for couplings....

@nivruthi

3 жыл бұрын

@@harikahoney3816 tq. Harika !

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

@khademulmursalin9898

4 жыл бұрын

50*25=1250.check it again

@tapasbhunia8895

2 жыл бұрын

Bro focus the concept.

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

Best Engineer yes sir sir❤

Thank you bro.

Again thank Brother

Awesome explanation bro !!

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

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 ?

@johnchiao4804

4 жыл бұрын

i didnt see in the construction site doing like that why??

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

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

Great sirrrrrr

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?

@agiti

Жыл бұрын

guys i gat some real question i need to get only clear 25cm over my ready made columen reinforcement wichnos 14mm diameter having 6 bars 20x30 mm dimesion . so should i use 1.3 factor when making the overlapment?

Syukron . .

Sir good and explain the labing Jone

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

Nice

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

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

@invisiblehovercraft3218

3 жыл бұрын

Yes

Thanks Brother

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

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

@aliqadri4672

2 жыл бұрын

What you mean by hn..??

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

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

Well done pls. Show some practical examples

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

it is very important

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

Why we take lesser dia

Wa alaikum salam Broo..indonesia

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

Good g

Sir 50D for 25mm dia is 1250

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

thanks

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

From UAE sir

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

Sir. What it means RCC?

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

@mohammedabdulwahab2922

3 жыл бұрын

Actually we take lesser dia of bar not top dia of bar👍

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

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

@mohammedabdulwahab2922

3 жыл бұрын

Millimetres

How to provide other bar

Thanks a lot

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

@anandopohtam7728

2 жыл бұрын

At the same point Buckling may occur

tnku sir

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

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

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

But nice video

what is 50 and 6 plz explaned

location not mention betweem beam/slab

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

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

50 * 25 = 1250

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

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

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

@bharatsinghrathod4968

2 жыл бұрын

50 is right

@altamashshaikh2703

2 жыл бұрын

It is not fixed, it varies for different columns...It is given in structural drawing

@islamicofficial1056

2 жыл бұрын

40D is for slab only and 50D should be for tensile zone of beam or slab

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

Everything is ok

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

Sar transletion kannad

Very unfortunate for unable to multiple correctly

25*50=1250mm

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

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

A

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...

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

50*25=1250 mm

We didn't use 24mm dia in site

ok

50x25=1250

No sir 1250 mm hoga