Beam Reinforcement: How to Install Beam Reinforcement | Steel Reinforcement Detailing of Beam

Reinforcement: How to Install Beam Reinforcement | Steel Reinforcement Detailing of Beam needs some particular experience. How to do Steel Reinforcement Detailing is the main content of this video. The people who need this kind of experience should be the contractor and the site engineer, so it is not enough to know how to design or draw Reinforcement Steel of a Beam but also to have the experience of how this Reinforcement Steel (bottom bars, middle bars, top bars, stirrups) will be installed in the Beam. For More details watch this video till the end………… "Let’s Learn Something“.
#Reinforcement #BeamReinforcement #ReinforcementDetailing #SteelRebar #drchiragnpatel
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Dr. Chirag N. Patel is a KZbin Channel, where you will find videos based on Engineering Technology, Construction procedures, Practical Fieldwork, Machinery, Equipment, and Other Educational Stuff. // TO SUBSCRIBE: / @drchiragnpatel

[@mikehurst4002]

I love the health safety mined steel toe capped flip-flops!

[@israelt.3739]

The contractor must go to prison for these sandals

[@sunnyliu1038]

Stir-up arrangement is nice, they put in a alternative way, one way , then another, not the same.

[@matthewvega3848]

I work for the best Rebar Specialized Union in the Country Local 416..... And boy would I hire these guys in a heartbeat 😂😂😂😂

[@JG-pt5ej]

I like how half the guys are standing, they are dedicated to their craft.

[@amanyihe1375]

it is very important info for civil engineering students

[@p.diddley6500]

Nice steel working sandals.

[@gullyboy4544]

Crystal clear....thanks for uploading such videos ❤️

[@jenniferyoutubechannel1690]

What a terrific idea engineer

[@gifthichuunga5769]

I like the way you guys fording the metals keep it up

[@uniqueeducation7288]

superbbbb my almost doubts has clear through this video.....THANK UUU SO MUCH SIR

[@gullyboy4544]

one error considering theory...stirrups placed at the ends should have been placed with hooks at the beam bottom...at ends hogging moment exist so tension will on top side of beam...so it might be better to place stirrup hooks in compression zone ie beam bottom. In the center portion stirrups are correctly placed since tension is at beam bottom.

[@vyankateshchougule1180]

Sir please make video on basement waterproof treatment

[@justinkemeter]

I learned a lot. Thank you for posting

[@rachiddarradji1816]

very nice process and music background

[@neenapookot8836]

Thank you so much from the bottom of my heart ♥️

[@ankitasarkar4641]

Very good teaching

[@DrChiragNPatel]

Thanks Ankita. Keep watching 🙏🏼

[@DrChiragNPatel]

Also sure you would like this video👇🏽 Concrete Core Test Sampling - A complete Site Experience kzbin.info/www/bejne/gqSxqHVnlqyUerM

[@srihariupputuri5139]

very useful thanq sir

[@irfansayyed8173]

Thank u soo much air itna achchi information k liye nice video

[@DrChiragNPatel]

Thanks dear

[@Kaunas-rx3qv]

Great backing music!

[@maskdwn4445]

Damn these guys work with sandals on and no safety anything..my respects dude's. God bless

[@DrChiragNPatel]

Thanks for your concern dear @RaymondAreed. On construction site, it really does wear safety wears at the time of reinforcement installation or other activities.

[@byegarazoisa7158]

Dr pertel nice work

[@DrChiragNPatel]

Thanks Mr. BYEGARAZO.

[@sarveshpatil7125]

sir plz also show placing of concrete in beams

[@dilipmurya0017]

super sir 🙏🙏🙏🙏🙏

[@DrChiragNPatel]

Thanks Dilip 🙏🏼Keep watching

[@kishorbunkar2795]

String very nice

[@DrChiragNPatel]

#Reinforcement Nicely doing 👍

[@DrChiragNPatel]

Share your Othe observations regarding the process. 😀

[@duluplaz1054]

Rings placement demonstrating is very clear and concise ; however, it's my interest to know two things about the beam; lenght, height, width measurement and associated load , ballpark is ok, factors. Would you please response which may please be appreciated Thanks

[@tonyprosperity9632]

I like the job

[@roshninerkar9964]

Dear sir, I am watching all videos of yours & they are really informative..thank you. Sir please upload the installation of rebar/reinforcement steel bars for all types of footing footings.

[@DrChiragNPatel]

Thanks Roshani. I will definitely try to fulfil your request.

[@gopalrandive4155]

nice work

[@sivasivasiva5617]

Very hard work

[@rushikeshmate2824]

Good Sir kepp it up👍👍👍

[@sarfaroje]

What is the best laping zone as per Indian Standard in column,beam,slab and footing??? is there any specific mentioned zone for the best result

[@sunilsapkota8241]

middle H/4 portion for column,, for beam - for top bar middle 1/3 portion ,,, for buttom bar 1st and 3rd 1/3rd portion

[@uniquegraphicworld8637]

nice

[@ramaprasadr-builder3478]

Sir, I wish to extend the Chajja. In this regard, I wish to clarify myself on the following points : 1) My house is a strong construction of 30 year old, at Mysore, Karnataka. 2) The house is built on 30*40 site. 3) There's a Chajja of 28 feet length and 2 feet width and this Chajja has been drawn from the lintel beam to the outside of the wall. 4) I wish to extend this Chajja by 3 feet of width towards compound, so that it becomes a Chajja of 28 feet length and 5 feet width. 5) To do this, I wish to erect 4 circular columns. Is it OK if I erect 4 columns of each column having 12mm TMT bars of 5 numbers? 6) What should be the size of beam? 7) Is it OK if I loop the old TMT bars of Chajja with new TMT bars of 10 mm as the old bars are of 10 mm by welding? 8) The thickness of the present 2 feet Chajja is 5 inches. 9) How should slab be designed for reinforcement?

[@theoriginal2404]

heay!Dr. Chirag N. Patel is is necessary to pour water in newly build pillars and concrete?what if not poured?

[@DrChiragNPatel]

+Sanjeev karki when form sheets are reused, than it is required to do, because sticky cement present on its surface.

[@theoriginal2404]

thank you for your information.i didn't pour water in pillars and its already 10 days.if i pour now do it works now?

[@theoriginal2404]

do it will be effective now?

[@DrChiragNPatel]

+Sanjeev karki ya

[@BikashUrbanKing]

Sanjeev karki it is really very important to cure or water the concrete from the very next day of construction. Curing provides 50 to 60% extra strength to the newly built concrete. Curing should be Done regularly for the initial 14 to 15 days......and if possible you can continue for 28 days......

[@fawadfawad9267]

Mind blowing

[@DrChiragNPatel]

+Fawad fawad thanks

[@hamzasajid6917]

nice video sir,send me more videos

[@selamtekeste1937]

it's nice work but we know that safety is first don"t miss it ok

[@sarasdewangan3652]

Which distance stirrups should be provided? Sir.. pls

[@ashutosharya762]

Stirrups space can be found out with the help of formulas given in Is code 456:2000 , spacing of reinforcement should be less than 300 mm in shear design.

[@YatishPriyadarshi]

very informative

[@ethirajsethiraj9528]

Super super

[@erajliyanage]

safety!!! steel toes, gloves??

[@mohammedobaidullah9328]

What is the standard of measurement of bending longitudinal bar from ends to develop anchorage and overlapping etc..

[@mohammedobaidullah9328]

And standard spacing of strips

[@dipenmandal9599]

Thanks.

[@billparsons7732]

The music caused me to get lucky

[@irfaniffu2414]

Super

[@ramaprasadr-builder3478]

Is 1:1:1 ratio safe for circular columns of height of 8 feet?

[@niteshdas2076]

thanks

[@saikatmondal123]

Sir, beam bar going out side of column reinforcement. Any problem it?

[@RSiyan]

Overlapping in column vertical bars shouldn't be in tension zone or in beam junction...

[@zakirhazari9102]

I want to know which is first placed in beam to short direction or long direction.

[@DrChiragNPatel]

Mostly long one

[@abhishekpatel3356]

Question: (high rise structures) on my site a beam size is 600mm * 230mm is in a sher wall, the steel in beam is 32 dia and the development length is 42 d. When I placed this beam the top steel ld is more than the length of the length and no space in the sher wall to adjust the ld. in this situation i think the top steel bars ld is keep in the upward vertical direction without compromise the development length. it is right or worng plz explain in detail.

[@benjaminnieves6458]

A tie wire reel would be faster

[@Vikrantjaswal]

My column size is 9 by 9 inch with out concreate and span is 16 feet please tell me the beam size no of bars in beam and their diamenter. I am thinking of 9 by 13 inch beam with out concreate and 4 bars of 16mm in bottom and 2 bars of 16 mm at upper aide of beam Please suggest me

[@BikashUrbanKing]

Vikrant Jaswal it depends on the number of floors you will be constructing....seeing your column size i.e 9x9 it cannot hold more than 3 floors .....so my suggestion is three,16mm bars at the bottom and 2, 12 mm bars at the top of the beam...... provide extra support bars of 16mm at the top beam........ your combination is too high and it is unnecessary on your column size......

[@trinhtruongvan8496]

Cách buộc thép Như thế nào

[@divinnicolas7484]

cool

[@vikrantparihar5962]

Please make a video on slab formwork

[@DrChiragNPatel]

+vikram Pareek see you soon

[@surendragahir6543]

@@DrChiragNPatel kkk

[@lindokuhlehopewell4081]

gd job

[@kitborlang2642]

No crank bar?

[@carlossouzaconstrucaodeesc7750]

Legal

[@mr.alankar3059]

Sir, actually its wrong... Main bar kbhi bi lapping zone center me nhi provide krte hai... Column ke pass hi lapping krte hai... Structural defect ho sakta hai.... Stay alert... Work thoda slow hai...

[@DrChiragNPatel]

You observe this. It is very nice. Keep Watching 👍

[@engineerschoice1641]

Why small development length?

[@carlitovillas7267]

what's the size of the middle horizontal bar

[@sangramkhopade1511]

Plzz sir primary beam and secondary beam explain

[@noneofyourbusiness6749]

please hire me next time you want iron placed. These guys are slow as hell. me and a couple friends could have built that entire deck in the time it took then to build that one section of beam.

[@JonTheChron]

except they would pay you at about 50$ per month

[@ahmaddanishahmad3429]

But it is noneofyourbusiness

[@simonwong82381]

There is no safety at work place.

[@blingbling574]

Hell, back in my day, I would do this naked and extremely drunk.

[@DrChiragNPatel]

Ya it is required.

[@thanhsonnguyen382]

Ready ship out

[@crackercookies]

OSHA? We don't need no stinking OSHA!

[@ibrahimshaik5805]

Overlaping rebar in beam centre is not right practice. Has to done at colum intersecting point

[@cibaca1]

Ibrahim Shaik you can overlap it on the upper layer not so the under! Cheers.

[@alqudesalislami]

I always wondering how this people can work with this slippers

[@dhavalvasaiya2986]

With their hands bruh

[@yourpapifosho962]

Hope no one gets hurt bud

[@JagdishKumar-kh6jn]

Vartical bhim kese bhare

[@BordzAbyanJumong]

Why don't you used safety gloves? Or safety shoes?

[@BordzAbyanJumong]

Vodka Puschkin you're rigth dude...

[@sujathapugaleeswaran4444]

Abyan Bordz coz its india dude

[@VikramKumar-me9eq]

Setring ki video upload

[@DrChiragNPatel]

Thanks for your concern 🙏🏼

[@BikashUrbanKing]

Can I use 12mm bars in beam

[@bdstv9982]

Sefty first

[@DrChiragNPatel]

Yes Installation of rebar required safety at every place because reinforcement steel bar is very sharp and do heavy damage.

[@biswajitdutta3074]

top beam me konsa mm ka rood dalte ho aaplog

[@deepbhatia3576]

12 mm se uper koi b

[@nik-xw7hp]

aap comentry kyu nahi karte sir tabhi samaz me ayega na

[@chinmay4277]

tum bohot acha bola nik star bhai

[@alexhollywood9545]

no ppe?

[@francisantoniollaniog8767]

Need to wear PPE for ur safety....

[@ankitupadhyay7791]

Why whole beam is above slab i dont understand, Can anyone explain.?

[@DrChiragNPatel]

Ankit Upadhyay It time being to tie reinforcements. After that it will lower down.

[@ankitupadhyay7791]

Dr. Chirag N. Patel okay..thank you bhai.

is lacking safety equipment for personnel, should pay close attention to this

[@dhavalvasaiya2986]

Nothing can hurt these strong workers. Safety equipment is for pussies

[@mdsameer248]

i like you

[@DrChiragNPatel]

Thanks Akbar. Keep Watching.

[@fullmoon6977]

Too many people and they are just chit chat 😅

[@ajgarali8916]

Hi

[@siddhantpatre154]

Totally worng in beam lapping should not be done in middle portion because bending moment is high in the middle portion.. lapping should be done at column beam junction if not possible then l/4 from column face 👎👎👎

[@danfardz189]

Actually in continuous beam, you can have rebar lapping at midspan of beam but only for TOP BARS. (bottom bars should be continuous or at least at the column-beam junction, which protects the beam from the bending moment)

[@FactualCivilEngineering]

Thik se dekho, wo sahi h kyu ki lapzone top bar main h

[@djsohel8771]

Bro 40/50feet sad me kitna kg sttel lagega 8mm plz

[@muhammadyaqub3852]

سر بغیر پیلنتھ بیم کے ڈبل سٹوری بنا سکتا ھے کیا

[@Engineeringeeks]

BE SAFE

[@wetuberhm2675]

crank to dete...😁😂😂😂😂

[@adeelahmad9386]

first the safety PPE.no gloves. and helmets

[@bondsrz5988]

beam lapping 60D.

[@brentlsturgeon]

Nice flip flops bud. once your're done work you can go to the beach.... or hospital.....

[@deshrajmeena8956]

Pilet bhim kya h Sir je

[@er.rabbani4375]

Is it not something wrong at 16:00 minut to 16:28.???

[@sakthiveltamilarasan6779]

Yes wrong is column lapping...column lapping is not provided at beam and slab junction I mean tension zone, they did wrong job

[@teguhrahayu1435]

Kamu ngapa

[@Blender_MMJ]

toon is not good cause work slowly!

[@sharifbhamji2188]

I wonder if they will be finished before jesus resurrects

[@krama2618]

My work iron work

[@DrChiragNPatel]

Nice 👍🏽 Rama

[@krama2618]

@@DrChiragNPatel tq

[@krama2618]

@@DrChiragNPatel your village

[@cumaraxmed4993]

foundation

[@ganeshjavir4160]

Top baar it's laping is rong ser

[@DrChiragNPatel]

how can you explain in detail?

[@edws261]

Old fashioned method for construction. ....