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

[@JG-pt5ej]

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

[@gullyboy4544]

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

[@jenniferyoutubechannel1690]

What a terrific idea engineer

[@mikehurst4002]

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

[@israelt.3739]

The contractor must go to prison for these sandals

[@matthewvega3848]

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

[@sunnyliu1038]

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

[@p.diddley6500]

Nice steel working sandals.

[@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......

[@amanyihe1375]

it is very important info for civil engineering students

[@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.

[@gifthichuunga5769]

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

[@ramaprasadr-builder3478]

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

[@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.

[@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

[@saikatmondal123]

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

[@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.

[@neenapookot8836]

Thank you so much from the bottom of my heart ♥️

[@uniqueeducation7288]

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

[@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

[@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

[@vyankateshchougule1180]

Sir please make video on basement waterproof treatment

[@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......

[@zakirhazari9102]

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

[@DrChiragNPatel]

Mostly long one

[@justinkemeter]

I learned a lot. Thank you for posting

[@srihariupputuri5139]

very useful thanq sir

[@byegarazoisa7158]

Dr pertel nice work

[@DrChiragNPatel]

Thanks Mr. BYEGARAZO.

[@dilipmurya0017]

super sir 🙏🙏🙏🙏🙏

[@DrChiragNPatel]

Thanks Dilip 🙏🏼Keep watching

[@irfansayyed8173]

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

[@DrChiragNPatel]

Thanks dear

[@sarveshpatil7125]

sir plz also show placing of concrete in beams

[@tonyprosperity9632]

I like the job

[@Kaunas-rx3qv]

Great backing music!

[@rachiddarradji1816]

very nice process and music background

[@carlitovillas7267]

what's the size of the middle horizontal bar

[@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

[@kishorbunkar2795]

String very nice

[@DrChiragNPatel]

#Reinforcement Nicely doing 👍

[@DrChiragNPatel]

Share your Othe observations regarding the process. 😀

[@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.

[@kitborlang2642]

No crank bar?

[@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?

[@biswajitdutta3074]

top beam me konsa mm ka rood dalte ho aaplog

[@deepbhatia3576]

12 mm se uper koi b

[@engineerschoice1641]

Why small development length?

[@sivasivasiva5617]

Very hard work

[@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.

[@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.

[@BikashUrbanKing]

Can I use 12mm bars in beam

[@fawadfawad9267]

Mind blowing

[@DrChiragNPatel]

+Fawad fawad thanks

[@RSiyan]

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

[@rushikeshmate2824]

Good Sir kepp it up👍👍👍

[@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

[@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 👍

[@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.

[@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

[@vikrantparihar5962]

Please make a video on slab formwork

[@DrChiragNPatel]

+vikram Pareek see you soon

[@surendragahir6543]

@@DrChiragNPatel kkk

[@YatishPriyadarshi]

very informative

[@erajliyanage]

safety!!! steel toes, gloves??

[@dipenmandal9599]

Thanks.

[@muhammadyaqub3852]

سر بغیر پیلنتھ بیم کے ڈبل سٹوری بنا سکتا ھے کیا

[@selamtekeste1937]

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

[@billparsons7732]

The music caused me to get lucky

[@francisantoniollaniog8767]

Need to wear PPE for ur safety....

[@alexhollywood9545]

no ppe?

[@hamzasajid6917]

nice video sir,send me more videos

[@ethirajsethiraj9528]

Super super

[@alqudesalislami]

I always wondering how this people can work with this slippers

[@dhavalvasaiya2986]

With their hands bruh

[@trinhtruongvan8496]

Cách buộc thép Như thế nào

[@jaspalrawat4936]

Good work

[@irfaniffu2414]

Super

[@niteshdas2076]

thanks

[@benjaminnieves6458]

A tie wire reel would be faster

[@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

[@shivanandjadav3977]

Wt is the distance between reber ..

[@singhranjit2617]

shivanand jadav very informative but working stile does not metain the laping lenth theory why .

[@JagdishKumar-kh6jn]

Vartical bhim kese bhare

[@djsohel8771]

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

[@VikramKumar-me9eq]

Setring ki video upload

[@DrChiragNPatel]

Thanks for your concern 🙏🏼

[@uniquegraphicworld8637]

nice

[@rahiselusmtahmad6542]

mahadev pendharkar emhnfnfngmhixi

[@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.

[@lindokuhlehopewell4081]

gd job

[@sangramkhopade1511]

Plzz sir primary beam and secondary beam explain

[@divinnicolas7484]

cool

[@bdstv9982]

Sefty first

[@DrChiragNPatel]

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

[@nik-xw7hp]

aap comentry kyu nahi karte sir tabhi samaz me ayega na

[@chinmay4277]

tum bohot acha bola nik star 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

[@thanhsonnguyen382]

Ready ship out

[@mdsameer248]

i like you

[@DrChiragNPatel]

Thanks Akbar. Keep Watching.

[@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

[@deshrajmeena8956]

Pilet bhim kya h Sir je

[@carlossouzaconstrucaodeesc7750]

Legal

[@crackercookies]

OSHA? We don't need no stinking OSHA!

[@yourpapifosho962]

Hope no one gets hurt bud

[@adeelahmad9386]

first the safety PPE.no gloves. and helmets

[@wetuberhm2675]

crank to dete...😁😂😂😂😂

[@張榮財-p2i]

這是哪個國家施工法鋼筋組立法與綁鋼筋的綁法怎麼是這樣?

[@carlossouzaconstrucaodeesc7750]

Legal

[@fullmoon6977]

Too many people and they are just chit chat 😅

[@ganeshjavir4160]

Top baar it's laping is rong ser

[@DrChiragNPatel]

how can you explain in detail?

[@ajgarali8916]

Hi

[@Blender_MMJ]

toon is not good cause work slowly!

[@krama2618]

My work iron work

[@DrChiragNPatel]

Nice 👍🏽 Rama

[@krama2618]

@@DrChiragNPatel tq

[@krama2618]

@@DrChiragNPatel your village

[@bondsrz5988]

beam lapping 60D.

[@Engineeringmedicalgeeks]

BE SAFE

[@sharifbhamji2188]

I wonder if they will be finished before jesus resurrects

[@brentlsturgeon]

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