Curtailment of Bars in Beam

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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[@hashtagvizag]

L/3 and L/8 : L is length of column centre to column centre and not column inner to column inner...correct it!!!

[@ChhotanKuamar-fe8tb]

Aapka Har video 100 me se 90 present smjh aata hai Thank you sir civil guru jee ki jay ho

[@sudiaujwal]

How decide l/3 and l/8 for extra bars

[@srikeshrai6579]

Good
,I am foreman of steel.

[@Mdwalidkhan7872]

❤❤❤❤❤

[@civilengineering94]

Thanks

[@hammadkhattak3290]

you explained it really simple bro...God bless you

[@civilengineering94]

Glad it helped

[@abdurrahim3605]

Thanks

[@civilengineering94]

Welcome

[@mubarakhossain4360]

It was very helpfull thank you brother

[@civilengineering94]

Glad it helped

[@noushadkhan5294]

Thank u to share very imprtnt knowledge with us👍.

[@civilengineering94]

(Y) #Khan

[@tarun_nehra90]

These are extra bars not main bars.
Curtailment done only on end extra and bottom extra bars

[@ratanhemram3475]

super video aur chahie

[@engrmdanwarhossainjahangir9985]

Thanks for good explain.

[@civilengineering94]

You're welcome

[@aftabmirza43]

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]

L/6.67 = 0.15L
L/3.33 = 0.3L

[@manu88home]

Really nice today is my exam it helped a lot

[@Ermohdsuhaib]

Column ko add nhi kya apne

[@RoshanKumar-vd6ni]

Thank you Sir...

[@civilengineering94]

Most welcome

[@yashawantgaikwad9070]

Nice job sir.

[@civilengineering94]

Thank you kindly

[@satyavirnolia4884]

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]

Yes you are right development length / Anchorage length must be provided

[@BuildingWorker11]

Thanks for information

[@civilengineering94]

Welcome

[@ManojPrajapati-kf7ds]

Osame yar

[@nareshchandrasarkar1550]

Than when we use crank bar? Is same arrangements crank and curtailment bar? Can I replace curtailment to crank bar?

[@atiquehussain8716]

Thank you very much brother for sharing your knowledge. Really appreciated.

[@civilengineering94]

Glad it was helpful!

[@kalashramteke5445]

Thank you sir...nice explaination

[@Samuelwengebanda]

Subject is in English but the procedure is being explained in a different language

[@sahilbanyal1232]

Its hindi

[@MAnas-el6cd]

@@sahilbanyal1232 no it's urdu

[@amitchavan5364]

Continuous nd discontinues side pe same ata hai kya sir

[@MAnas-el6cd]

For top extra
L/4 is used at dis continues side and L/3 at continues side usually

[@Ash-tp3im]

Curtaiment same Hoti h kya slab ki bhi

[@nitishdhiman6333]

Some beams bottom use l/4 in the beam can u explain where we can use the l/4 or l/8 concept

[@wtfplays333]

Continuous beam L/3
End beam L/4

[@jazzroyal865]

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]

Column ka under toh . Dusra main bars ki tarah same development lenghth hoga

[@jazzroyal865]

​​​@@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]

Good

[@civilengineering94]

Thanks

[@munnanimbal6024]

Thank you 🙏

[@dhiresh68]

Sir why we use curtailment of bars

[@premnandwana7671]

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

[@shivakumardadgi8142]

For continuous beam how

[@girishrane4641]

How to tie stirrups in the middle if bar not provided?

[@civilengineering94]

Ties without bar has no meaning

[@pdcetview]

L should be effective length

[@rajacharya122]

Video not clear

[@engineermwaleedjan250]

kindly dont provide extra bar at bottom bcz it can collapse bcz of no ductility in bending moment

[@MAnas-el6cd]

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

[@lionelchia7211]

If both your title and language are in english, you should also be explaining the subject in english in your video.

[@kundansanap1042]

R u from Pakistan?

[@AB-kc2ms]

English subtitles plz

[@spainborlangchyne9020]

Waw how L/3?

[@amitchavan5364]

.15 L pe curtail

[@rajagyadi9856]

👍👍👍👍

[@civilengineering94]

#Raja (Y)

[@rameshgiri7412]

Seen so many engrs channel but felt very disappointed