#CivilEngineers Lapping length for column what is lapping length in column dia of lapping length formula of lapping length
Пікірлер: 160
@sanjeevapampana45353 жыл бұрын
Correction please,50x25 is 1250 and not 1270 which you specified.
@sulemansikander51617 ай бұрын
Yes
@U.W265 Жыл бұрын
I really like your approach, best tutor ever, keep it up sir
@pradeepbharti66434 жыл бұрын
Your video is very important for all fresher civil engineers
@mohantisso4234 Жыл бұрын
very very nice explaination
@karanparihar82384 жыл бұрын
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
@CivilEngineerss4 жыл бұрын
welcome bro
@salmansomroo5734 жыл бұрын
Sir khah sy ho
@binodpoudyal9834 жыл бұрын
U have good knowledge to give lecture in civil subjects .l always with ur tution.
@er_noyda96134 жыл бұрын
@9:18 25×50= 1270 that is wrong 25×50=1250 OK
@johnchiao48044 жыл бұрын
hahahaha!! what is that?????
@er_noyda96134 жыл бұрын
@@johnchiao4804 .awwwww broooo I'm joking 😡😂😂😡
@KGNBOYSCREATION4 жыл бұрын
Right bro mai bhi yhi bolne wala tha
@MAnas-el6cd Жыл бұрын
Excellent video. Keep it up.
@AhmadAryan2013 Жыл бұрын
Question about rule 2: To find over lap length, Do we use lesser dia or the top rebar dia?
@Kushkamili2 жыл бұрын
Engineer thanks for the lesson
@moddycontris56722 жыл бұрын
Thanks for the lesson, I have got a lot of idea brother, God bless u,
@phyohtetkoko9292 жыл бұрын
Thanks For Teaching Sir (50 x 25) = 1250
@itsahmad9364 жыл бұрын
Nice video very helpful But u have small mistake 50*25=1250 not 1270
@khademulmursalin98984 жыл бұрын
50*25=1250.check it again
@tapasbhunia88952 жыл бұрын
Bro focus the concept.
@sanjeevayadav41464 жыл бұрын
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.
@nuwagabacollins683710 ай бұрын
Best Engineer yes sir sir❤
@tariqmir14013 жыл бұрын
Very good knowledge thanks brother
@Bhattnadim3 жыл бұрын
Awesome explanation bro !!
@agiti Жыл бұрын
i like your vedios but u can make good amount of views if u use some modeling vedio for this lapping case
@dulhapur3 жыл бұрын
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?
@nivruthi4 жыл бұрын
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.
@harikahoney38164 жыл бұрын
If dia is more than 36 then we go for couplings....
@nivruthi4 жыл бұрын
@@harikahoney3816 tq. Harika !
@Dannyndangili2 ай бұрын
Please provide a video on how to know the number of bars needed in a slab
@donaldcharles15354 жыл бұрын
Great job . Very informative.
@anandreddy9534 жыл бұрын
Well explain bro..thank u
@henrygoltiano47164 ай бұрын
Very helpful
@pradipadhikari30783 жыл бұрын
If all diameter bar of column is not same than what lapping length should we kept??
@manikantakarri33174 жыл бұрын
Why we provide c/c distance is 1.3 times of lapping length
@puiteakhenglot453710 ай бұрын
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
@nickma80494 жыл бұрын
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
@aliqadri46722 жыл бұрын
What you mean by hn..??
@huzaifkhaliqhuzaifkhaliq436711 ай бұрын
Great sirrrrrr
@Iitgstr14 жыл бұрын
Thanks Bro 👌 for useful information,
@neelakandapillai30729 ай бұрын
Excellent explanation
@homendrapandey57084 жыл бұрын
God bless you n yur job,sir
@edwardarikpe94036 ай бұрын
Please is it proper for lapping in foundation before DPC level?
@Axumman2 жыл бұрын
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
@Muleaddis3 жыл бұрын
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
@bharatsinghrathod49683 жыл бұрын
50 is right
@altamashshaikh27032 жыл бұрын
It is not fixed, it varies for different columns...It is given in structural drawing
@islamicofficial10562 жыл бұрын
40D is for slab only and 50D should be for tensile zone of beam or slab
@girishhiremath40663 жыл бұрын
Sir 50D for 25mm dia is 1250
@vinilbrdbro51404 жыл бұрын
Good video. Thanks
@kevinombock95363 жыл бұрын
Then also talk about the stirrups at the lapping zone of the column
@jeyakumar91943 жыл бұрын
Sir good and explain the labing Jone
@muhamedsedik16294 жыл бұрын
For diff. diameters. Do we take the lesser or the top?
@afonrinwoolubunmipius68813 жыл бұрын
Well done pls. Show some practical examples
@mohammedafsal5876 Жыл бұрын
If column have 8 bars. And how many bars want 1.3 times of dia length.
@ismailfaleye60603 жыл бұрын
What is the purpose of the 6D little length and also what do u mean by plinth level
@khalifaalnaamany933010 ай бұрын
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
@dulhapur3 жыл бұрын
For finding A zone and B zone in coloumn only two floor beams are considered,is not lintel tie beam required to considered?
@abdurrahim36053 жыл бұрын
it is very important
@jasvirkumar58174 жыл бұрын
In which situation or circumstances we can change dia of bar. Is it safer.
@sheikhhafiz83254 жыл бұрын
Why lapping is not provided for steel bar havind dia>36mm, what is the reason
@islamicworld14774 жыл бұрын
Very informative vidoe sir
@mangmang15323 жыл бұрын
Wa alaikum salam Broo..indonesia
@vigneshpandiyan82314 жыл бұрын
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 ?
@johnchiao48044 жыл бұрын
i didnt see in the construction site doing like that why??
@tofansahu40154 жыл бұрын
Again thank Brother
@aliqadri46722 жыл бұрын
Sir is that 1.3 is for stagered bar in colums.??
@rajeshsaha11r4 жыл бұрын
Nice explain but is code recommend after 32 mm dia of bar lapping not 36
@aliqadri46722 жыл бұрын
Sir 6D is for that any bar wich we gonna tilled ???
@dailyhacks22444 жыл бұрын
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
@invisiblehovercraft32183 жыл бұрын
Yes
@HabiburRahman-xt2gl4 жыл бұрын
Do not allow an advertisement in the technical educational teaching of your good video. It seemed to be very worst.
@ijazmuhammad83992 жыл бұрын
25×50=1250 mm and now we need in meters. 1250÷1000mm in a meter=1.25m overlap comes here.
@panneerselvam41613 жыл бұрын
Sir actually 4 coloumn rods 2 rod same height and another 2 rod c/c distance 1.3*50d height correct pls tell