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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[@ChhotanKuamar-fe8tb]

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

[@hashtagvizag]

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

[@sudiaujwal]

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

[@hammadkhattak3290]

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

[@civilengineering94]

Glad it helped

[@srikeshrai6579]

Good
,I am foreman of steel.

[@noushadkhan5294]

Thank u to share very imprtnt knowledge with us👍.

[@civilengineering94]

(Y) #Khan

[@kalashramteke5445]

Thank you sir...nice explaination

[@atiquehussain8716]

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

[@civilengineering94]

Glad it was helpful!

[@mubarakhossain4360]

It was very helpfull thank you brother

[@civilengineering94]

Glad it helped

[@ManojPrajapati-kf7ds]

Osame yar

[@manu88home]

Really nice today is my exam it helped a lot

[@BuildingWorker11]

Thanks for information

[@civilengineering94]

Welcome

[@engrmdanwarhossainjahangir9985]

Thanks for good explain.

[@civilengineering94]

You're welcome

[@ratanhemram3475]

super video aur chahie

[@RoshanKumar-vd6ni]

Thank you Sir...

[@civilengineering94]

Most welcome

[@yashawantgaikwad9070]

Nice job sir.

[@civilengineering94]

Thank you kindly

[@abdurrahim3605]

Thanks

[@civilengineering94]

Welcome

[@munnanimbal6024]

Thank you 🙏

[@nareshchandrasarkar1550]

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

[@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

[@Ash-tp3im]

Curtaiment same Hoti h kya slab ki bhi

[@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

[@Ermohdsuhaib]

Column ko add nhi kya apne

[@tarun_nehra90]

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

[@Mdwalidkhan7872]

❤❤❤❤❤

[@civilengineering94]

Thanks

[@dhiresh68]

Sir why we use curtailment of bars

[@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

[@ShyamSingh-yg2gq]

Good

[@civilengineering94]

Thanks

[@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

[@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

[@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

[@shivakumardadgi8142]

For continuous beam how

[@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

[@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

[@kundansanap1042]

R u from Pakistan?

[@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

[@AB-kc2ms]

English subtitles plz

[@spainborlangchyne9020]

Waw how L/3?

[@lionelchia7211]

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

[@rajagyadi9856]

👍👍👍👍

[@civilengineering94]

#Raja (Y)

[@rajacharya122]

Video not clear

[@amitchavan5364]

.15 L pe curtail

[@rameshgiri7412]

Seen so many engrs channel but felt very disappointed