Lapping Formula for Beam Column and Slab | 24D - 45D and 50D for Lapping Length | Slab Beam Column|

[@leighhawker2056]

You sir are a genius of education for civil. Thank you

[@MDMehrabHasanNishatKhan-qs6ff]

In beam lapping zone for upper steels are along with columns and lower steels are middle portion of the beam. Which you showed in last beam drawing.

[@lalakylas]

My dear friend you are suggesting to provide lapping at the supports for tensile zone of beam. But I suggest in tensile zone of beam you should provide within l/4 from the supports, Please correct your narration if you feel that what I said is correct.

[@engrmahamudulhasanppappu3626]

Thanks for this vital information Sir. Love from Bangladesh ❤️

[@mohammedahmedabdi5604]

Thank you very much my pro b/c you gave us more advice and advantage for us in construction and also you showed us more mistakes in site plane while we are intire our homes, Thnkx

[@nkwetatibet1774]

Thank sir l have been following your lecture for six months and I have learned alot

[@paklahisap2646]

75mm may be too short for lapping, I think minimum hooks length for column- Mizo Mistiri

[@CHANDRASHEKARMODALA]

Vertical= 50D Horizontal=60 D

[@lalnunthararoyte3439]

Very interesting and helpful video... From Mizoram

[@EngNoora-tc2rb]

Your explain to beam lapping in bottom portion in this video different from your explain for beam also in another video. I got dizzy 😵 Noora from Iraq 🇮🇶

[@prabejalam487]

Great job sir. Sir, if we provide 50% rebars lapping at l/4 then what we will do for next 50% rebars ? it's like for next 50% l/4 from lapping area or anything else?

[@pitamberpersaud7258]

Thanks sir keep up the hard work of educating us.

[@yathunanthan4142]

ONE OF THE BEST VIDEO

[@venkatlalith4741]

Sir at bottom portion the lapping we can not do in beam column joint (weak portion) why you said in beam column joint can you please explain.. 🙏

[@Life_is_Awesome_Civil]

Very nice

[@saifansari2049]

24D,45D,50D and 60D Formula for leaping length Column Beem and Slab Sir I understand D for daya for steel But not understand 24,45,50 and 60 So please explain next video

[@maslebahmad9561]

Very very helpful video sir nd thank u so much sir

[@MasterCivilEngineering]

👍👍

[@muluguseshu689]

Very nice explain

[@udaykumar-pu8zf]

sir you teach about lapping length in 12 technical terms the lapping should not be less 36mm but why you tech lapping length 75 mm

[@huzaifkhaliqhuzaifkhaliq4367]

Your acent is really gd sirr

[@RedayTadele]

Nice lecture

[@michaelwellington1216]

Thanks for sharing these information

[@kapillohia5110]

Concepts clearing.....👍👍👍

[@SandeepSingh-uf4qp]

Great video sir

[@SalmanKhan-tj1sw]

Bro .. your vedio is very good but in beam i think you are mistaken ..... at the top extra bars should be at the corners of beam and in the bottom side you will provide in middle

[@phyohtetkoko929]

Thanks For Teaching 👌🏻👍🏻✌🏻

[@AlaHamoudi-ku8pj]

Thank you very much

[@twizteddreamz5150]

Trying to make a one bed/bath 14x40 with 4 foot porch on front please help with interior wall thickness

[@88maxdon]

Interior wall can be 4 inches

[@lalsawirema1383]

Good sharing 🙏

[@md.robiulislam8613]

WoW your teaching style. I like this style.

[@MasterCivilEngineering]

👍👍

[@spanky9067]

No need for different color marker, save your focus and use 1 black marker.

[@cyrilthomasthomas6714]

Super sir

[@jaiharris6606]

Thanks a lot sir

[@muneebbahadar2419]

Can we use this formula if the dia of bars is in inches

[@avinashjha1494]

Sir if lapping of column comes in slab area then what is the solution pls explain

[@MasterCivilEngineering]

Good video👍👍

[@mathi328]

Sir can u show the differences of lintel beam,roof beam,concealed beams

[@rufusimangbe6171]

Many thanks

[@bernardigbonekwu7498]

Can you talk about mass concrete slabs calculations?

[@muhammadhashim73]

کالم کے اوپر کونسی سلیب ہوتی ہے؟؟

[@HamzaKhan-rc5gt]

How many grade of steel explain grades

[@abdurrahim3605]

Thanks

[@vishojitsen6613]

75 mm is minimum hook length but it is not min. Lap length

[@naveenk7062]

Our least bars is 6 mm

[@mominulislam7130]

Thanks sir....

[@waswavicent2433]

Too good yhanjs

[@civil_boy_-ym1wz]

Thank you sir

[@Chris-Daniel]

Nice Engineer

[@MasterCivilEngineering]

👍

[@palebluedot8733]

Did your university use IS code while teaching? What university is that?

[@Mykeysl]

Is this valid only for indian standrads or any?

[@feedmyego8874]

joggle needed for 12mm dia bars in column?

[@SHUBHAMSINGH-df4sg]

72mm

[@rajcivlengtraininginstitute]

Bhai for column lap should be provided staggered.. please not this point...and for slab lap please explain with diagram as explained for beam and column

[@TheEngineer-CME]

Walekum Assalam Sir.

[@constructionworld9885]

Zones sir?

[@zulkaifkhan3563]

I saw your another you told that for column .24d Now here you say that 45d .

[@zulkaifkhan3563]

Which one is correct

[@amjadhussain7097]

Better you provide details in your native language it's good

[@DJVicky126]

GOOD SIR

[@saifansari2049]

Sir I understand L/4 and H/5 But not understand 24,45,50 and 60

[@Moshe-Interestingconstructionw]

Love From israel :)

[@mohammedhussen283]

Do you have a book for sale to help us to buy it concerning this course

[@cinerapture]

I got it

[@MohsinAli-ub6dz]

Dear Please correct the mistakes dear regarding lap length location ,positive and negative moments location in beam.

[@WilfredoNulud]

No need laps at the center of the column

[@jamalanasar1894]

Aci codes plz

[@muhammadhashim73]

میں آپکا دکھ سمجھ سکتا ہوں 😫

[@usamasyed7913]

Aby urdu man samjha day bhai Angrez wasay bhi parhay likhay hotay han,,,,,

[@armyofficermanishsharma5039]

good morning

[@ravinaidu365]

Plz provide clause no?

[@armyofficermanishsharma5039]

assalam valikum

[@riyazf8125]

Plz explaine in Hindi

[@RahulPatil-kk6sz]

हिंदी मे करते तो अच्छा होता.

[@AutoExperts111]

Urdu ma please

[@ashokaashoka1558]

Sir tech or translation kannada

[@anwarayub1117]

phone no

[@kaakib8841]

Pehle aap thoda padh lo... Phir padhao.... Galat info mat do

[@durableconstructiong.c3036]

Thanks

[@reshitabish9149]

Thank u sir

[@shijitk8445]

Thank you sir