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Curtailment of Bars in Beam 

Civil Engineering
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This video shows how to curtail reinforcement in beams. It shows that you have not to curtail reinforcement in critical sections where you have maximum bending moment, you are not allowed to curtail bars in that region. The curtailment we do in beams or in slab because to make economical design, where we need no reinforcement to resist bending moment, so we place no steel bar over there.
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16 ноя 2018

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Комментарии : 66   
@ChhotanKuamar-fe8tb
@ChhotanKuamar-fe8tb 3 месяца назад
Aapka Har video 100 me se 90 present smjh aata hai Thank you sir civil guru jee ki jay ho
@hashtagvizag
@hashtagvizag Год назад
L/3 and L/8 : L is length of column centre to column centre and not column inner to column inner...correct it!!!
@kalashramteke5445
@kalashramteke5445 4 года назад
Thank you sir...nice explaination
@noushadkhan5294
@noushadkhan5294 4 года назад
Thank u to share very imprtnt knowledge with us👍.
@civilengineering94
@civilengineering94 4 года назад
(Y) #Khan
@nareshchandrasarkar1550
@nareshchandrasarkar1550 4 года назад
Than when we use crank bar? Is same arrangements crank and curtailment bar? Can I replace curtailment to crank bar?
@hammadkhattak3290
@hammadkhattak3290 4 года назад
you explained it really simple bro...God bless you
@civilengineering94
@civilengineering94 4 года назад
Glad it helped
@manu88home
@manu88home 5 лет назад
Really nice today is my exam it helped a lot
@atiquehussain8716
@atiquehussain8716 4 года назад
Thank you very much brother for sharing your knowledge. Really appreciated.
@civilengineering94
@civilengineering94 4 года назад
Glad it was helpful!
@munnanimbal6024
@munnanimbal6024 4 года назад
Thank you 🙏
@sudiaujwal
@sudiaujwal 3 года назад
How decide l/3 and l/8 for extra bars
@Ash-tp3im
@Ash-tp3im 4 года назад
Curtaiment same Hoti h kya slab ki bhi
@ratanhemram3475
@ratanhemram3475 4 года назад
super video aur chahie
@mubarakhossain4360
@mubarakhossain4360 2 года назад
It was very helpfull thank you brother
@civilengineering94
@civilengineering94 2 года назад
Glad it helped
@ManojPrajapati-kf7ds
@ManojPrajapati-kf7ds 3 года назад
Osame yar
@engrmdanwarhossainjahangir9985
@engrmdanwarhossainjahangir9985 3 года назад
Thanks for good explain.
@civilengineering94
@civilengineering94 3 года назад
You're welcome
@yashawantgaikwad9070
@yashawantgaikwad9070 3 года назад
Nice job sir.
@civilengineering94
@civilengineering94 3 года назад
Thank you kindly
@RoshanKumar-vd6ni
@RoshanKumar-vd6ni 3 года назад
Thank you Sir...
@civilengineering94
@civilengineering94 3 года назад
Most welcome
@shivakumardadgi8142
@shivakumardadgi8142 3 года назад
For continuous beam how
@srikeshrai6579
@srikeshrai6579 7 месяцев назад
Good ,I am foreman of steel.
@satyavirnolia4884
@satyavirnolia4884 2 года назад
Sir , top extra bar at the end col will be in the shape of L ie ( Ld + length of top extra bar from outer face of col ) Please clarify the matter.
@MAnas-el6cd
@MAnas-el6cd Год назад
Yes you are right development length / Anchorage length must be provided
@aftabmirza43
@aftabmirza43 2 года назад
Sir if l/4 =0.25l ,l/2= 0.5l what is value of 0.15l and 0.3l ?? so I want list of all these values in which code or book I will get all these values plz tell me sir
@FriendTrue2008
@FriendTrue2008 Год назад
L/6.67 = 0.15L L/3.33 = 0.3L
@BuildingWorker11
@BuildingWorker11 2 года назад
Thanks for information
@civilengineering94
@civilengineering94 2 года назад
Welcome
@dhiresh68
@dhiresh68 Год назад
Sir why we use curtailment of bars
@Ermohdsuhaib
@Ermohdsuhaib Год назад
Column ko add nhi kya apne
@nitishdhiman6333
@nitishdhiman6333 2 года назад
Some beams bottom use l/4 in the beam can u explain where we can use the l/4 or l/8 concept
@wtfplays333
@wtfplays333 4 месяца назад
Continuous beam L/3 End beam L/4
@girishrane4641
@girishrane4641 5 лет назад
How to tie stirrups in the middle if bar not provided?
@civilengineering94
@civilengineering94 5 лет назад
Ties without bar has no meaning
@tarun_nehra90
@tarun_nehra90 4 года назад
These are extra bars not main bars. Curtailment done only on end extra and bottom extra bars
@abdurrahim3605
@abdurrahim3605 11 месяцев назад
Thanks
@civilengineering94
@civilengineering94 11 месяцев назад
Welcome
@amitchavan5364
@amitchavan5364 Год назад
Continuous nd discontinues side pe same ata hai kya sir
@MAnas-el6cd
@MAnas-el6cd Год назад
For top extra L/4 is used at dis continues side and L/3 at continues side usually
@premnandwana7671
@premnandwana7671 Год назад
IS कोड क्या क् ह्ता या क्योकि कुछ टॉप बीम मे टॉप बार L/4 तक व बॉटम बार L/6 लेते हे जबकि कुछ लोग L/3 व L/8 lete हे क्या स हि हे
@jazzroyal865
@jazzroyal865 2 года назад
Sir one que. Jo. Apne l/3. =13.1 aa gya. Fr column me. Uska L and kitna column k adr rkhna he j to btao na g .
@LivingOnTheEdge123
@LivingOnTheEdge123 2 года назад
Column ka under toh . Dusra main bars ki tarah same development lenghth hoga
@jazzroyal865
@jazzroyal865 11 месяцев назад
​​​@@LivingOnTheEdge123 develpment lenth l/4 +column +develment length RIGHT NA ?? SIR IS CODE K ACCORDING TO DEVELMENT LENTH BHUT BADI HO JATI HAI kya kre g
@ShyamSingh-yg2gq
@ShyamSingh-yg2gq 3 года назад
Good
@civilengineering94
@civilengineering94 3 года назад
Thanks
@kundansanap1042
@kundansanap1042 3 года назад
R u from Pakistan?
@pdcetview
@pdcetview 3 года назад
L should be effective length
@rajagyadi9856
@rajagyadi9856 4 года назад
👍👍👍👍
@civilengineering94
@civilengineering94 4 года назад
#Raja (Y)
@AB-kc2ms
@AB-kc2ms 3 года назад
English subtitles plz
@spainborlangchyne9020
@spainborlangchyne9020 3 года назад
Waw how L/3?
@Samuelwengebanda
@Samuelwengebanda 5 лет назад
Subject is in English but the procedure is being explained in a different language
@sahilbanyal1232
@sahilbanyal1232 4 года назад
Its hindi
@MAnas-el6cd
@MAnas-el6cd Год назад
@@sahilbanyal1232 no it's urdu
@Mdwalidkhan7872
@Mdwalidkhan7872 7 месяцев назад
❤❤❤❤❤
@civilengineering94
@civilengineering94 7 месяцев назад
Thanks
@lionelchia7211
@lionelchia7211 5 лет назад
If both your title and language are in english, you should also be explaining the subject in english in your video.
@engineermwaleedjan250
@engineermwaleedjan250 2 года назад
kindly dont provide extra bar at bottom bcz it can collapse bcz of no ductility in bending moment
@MAnas-el6cd
@MAnas-el6cd Год назад
No brother i don't agree with u Becoz bottom extra is provided at bottom centre to resist bending. And is provided in most cases especially in main beams
@amitchavan5364
@amitchavan5364 Год назад
.15 L pe curtail
@rajacharya122
@rajacharya122 Год назад
Video not clear
@rameshgiri7412
@rameshgiri7412 3 года назад
Seen so many engrs channel but felt very disappointed
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