Cantilever beam reinforcement construction in steel structure

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in this lecture i show you how cantilever beam was to be constructed at site...which bars was to be bended....and which was not.....it is very important to understand.....
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23 май 2018

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Комментарии : 231

@elengineer1493 5 лет назад

Stirrups locks must be at bottom at cantilever case.

@waqarahmed682 5 лет назад

Sir Allah pak ap ko or bhi himath dy ga ap k smjhani ka treqa kmal ka h or ap ki bat hmare zehan m bhi bth ti h

@naeemrazaq3962 3 года назад

Sir ap bht acha shmjaty hein love u ap jesi vedio ma ny aj tak ni dekhi bht hi simple tariky sy shmjaty hein ap

@onyedikachiemmanuel1928 6 лет назад

this has given me a through knowledge of structure, it's a very nice package

@MasterCivilEngineering 3 года назад

Watch more here

@civilvibes8036 3 года назад

Good work but i think stirrups must be hooked bottom incase of cantiliver beams and its also best way to make main steel bars in U-shaped instead of bending form top and bottom Keep it up May Allah bless you

@vivekthakkar7114 6 лет назад

Thnks ...u r doing excellent work ..

@PavanKumar-sq9xj 4 года назад

Sir how to find simmply supported and cantilever and continous beams in field plz make video for this

@mominconstruction2563 3 года назад

Nice video Momin construction

@civilengineeringbasicknowl4987 6 лет назад

Excellent work

@vellivil4534 5 лет назад

Sir please answer Me while designing this type of slabs which slab should be considered. one way slab or cantilever slab

@ankushkaul6909 5 лет назад

Can we have a cantilever where the steel is coming from columns in ' L' shape as the first is already completed and rebars were left out for 2 nd floor column lenth only and not for cantilever beam. We have been advised to use 16 mm dia rebar bend back. So the same rebar acting as main bar then bend back at 90 degree twice and then going back in column. 3 bars 16 mm. Length of cantilever is 1.5 mt.

@rohitrai8559 6 лет назад

Hi sir ma app se puchna chata hu ki me jo contilver slab hoti ha me bina colum ke kitna 30/25 ka earya caber kar sakti ha ha neay ja kitna maximum

@subratakumardas6532 6 лет назад

Minimum length of cantilever slab from the wall/ column pillar ?

@arunndinesh 5 лет назад

Try to include more info about why only side main bars bended? Why the need of side reinforcement? Size of beam? Length of cantilever beam? Deflection limit? And compare the percentage of reinforcement provided? And why 3 bar at bottom layer as cantilever is designed for hogging only? Please include these things,your videos will be more attractive Thank you.

@AnkitJain-wq5yf 3 года назад

tq. for video, sir, is column near cantilever have more reinforcement bars than other column at back?

@globallibrary1033 6 лет назад

bhai cantilever beam may main bars up nhi hoti kia or distribution bars down hoti hay?

@dharmeshmonani8478 5 лет назад

Thanks sir Sirji site pe level kese karte he uspe pe ek video bnaiye please

@omprakashsand7733 3 года назад

Superb bhai I like you

@NishantKumar-cc7yo 5 лет назад

Sir cantilever foundation kaise construct hoti hai Please ek video bnaeye

@warsakengineeringsurvey7848 6 лет назад

beam k jo ba r90 degree bent karte hi . to us bent part ko ketna lete ha?

@MasterCivilEngineering 3 года назад

Expertise your civil engineering knowledge here

@worldpeace5853 2 года назад

What is the maximum weight that a cantilever beam of 3’ x 16’ can take since I am also enclosing this utility area attached to I floor kitchen with block work or wall on all the sides for my I floor kitchen in India? Since this is an utility area there may be lot of walks from in/out of kitchen. I just want to make sure this is safe because it will take block work weight and also has no support at the bottom. Please reply.

@RAHULRAJ-ho4ec 5 лет назад

Sir what is end support in cantilever beam.

@inspirasichannel536 2 года назад

The best 👍

@adeebkamil8203 6 лет назад

Kitna distance k liye 90 degree p bent krege or wo bent bar kya khlyga (name)

@kripanidhangupta9493 6 лет назад

Sir Bar bending schedule kese nikalte hai # ye wali video apki bilkul conceptual video hai So please bataiye BBS kese nikalte hai

@manojmalhotra7595 6 лет назад

I. E stirrups bar ko 45 deg pe kyo fold krte h jutlike other reasions

@shahzebgul9697 5 лет назад

Please sir tell me the depth and breath of beam

@2401kamlesh 2 года назад

Please show reinforcement details in full beam from one end to other end to understand how does reinforcement vary from middle portion to cantilever portion.

@santoshgadiya3718 2 года назад

Try to Impasis on the Back Loading of Cantilever which is the Most important. and the technical reasons behind of bending bars at the Cantilever End

@syedmudassir518 3 года назад

What is the function of middle 12mm bars? at neutral axis..

@TechnicalandConstruction 5 лет назад

sir please tell me something ,,, ye apne beam provide kiye hai,, 1- ye first floor ka hai? 2- jab ham casting karenget to ye beam slab se uppar nikal jayenge,, ya isi ka casting ka video upload kare ,, sir apki bhut meharbani hogi,,,

@azmanali-165 6 лет назад

sir shuttering ka rate batain or kis city se hai app

@himanshubiyala4841 5 лет назад

Balcony width / span kitna hai? Aur, slab thickness kitni hai?

@lifeexplorer8.021 5 лет назад

It would better if u explain why we are providing Mai bar /side bar ,why some bar are bent at end and some are left straight in accordance various forces ...then I think it ur video will same as site training

@matrixcivil5324 5 лет назад

Is there any requirement for providing anchorage length at the end of cantilever beam?

@rsribadiya 2 года назад

Main bar should bendback

@aniketbhowmick7659 5 лет назад

Thanks alot sir!!

@MasterCivilEngineering 3 года назад

Good

@parvejghazipury2909 6 лет назад

13×67 me kitna steal lage ga sir please sir btao na 6piler hai

@mayavikasinger2542 6 лет назад

11 feet distance ho ek column se dusre column ki to slab beam kitna niche latkni chhahiye

@sintukumar-bw8ct 3 года назад

Sir ye balcony bale section me crank kaise provide karenge

@muazzamali4942 5 лет назад

Cantilever MA main bar top par provide nhi krta??

@vidzentertainment5382 6 лет назад

Sir please upload basic construction work step to step of building construction.please

@ghanimohammed1283 5 лет назад

Vidz Entertainment wanton batye

@MasterCivilEngineering 3 года назад

See here dear

@utkarshtrivedi3775 5 лет назад

Kya L-section main bar ka weld nhi hona chahiye ? Kya aisa zaroori nhi hai ?

@alihasnain3320 6 лет назад

Where this project is going

@prateekyadav5198 6 лет назад

Thank u

@afzkhokha 5 лет назад

Ring ka size bata dein plz. Thanks in advance

@manojmalhotra7595 6 лет назад

Ap engineering application ka reason v btaya kije sr

@amitparchani2527 6 лет назад

Sirji 2 baatein- 1) ek layer mein jyada see jyada 3 bar hone chaiye Varna aapka concrete beam ke andar kaise jayega( in case the beam is 9") 2) cantilever mein steel binding me Jo stirrups ke hooks hote hai vo niche ki taraf hote hai vo simply supported beams mein upar ki taraf aate Hain . Hence please revise the steel binding before concreting.

@r.d.pcreation4835 6 лет назад

civil engineering jobs tamil

@bhullarsaab5199 6 лет назад

Nhi brother stirrups top mai he hote a alter net hote hai.....chahe cantilever ho ya beam

@amitparchani2527 6 лет назад

Bhullarsaab Bhullarsaab stirrups basically serve many purposes out which one is to hold longitudinal bars in place , generally in simply supported beams, the top bars are in tension while the bottom bars are in compression, so the stirrup hooks are placed upward in simply supported beams while in case of cantilever beams, bottom bars are in tension while top bars tend to compress hence in this case the hooks are basically placed downwards on alternate sides not on top.

@bhullarsaab5199 6 лет назад

amit parchani ok brother

@keeper341 6 лет назад

amit parchani bhai you are saying exactly opposite in simply supoorted of fix beam tension is in bottom and compression at to top and opposite in centilever cass

@arijitroy8290 2 года назад

Sir cantilever beam mein one side column support kya necessary hein?? Matlab fixed end mein kya koi beam nahi ho sakta aur beam se hum cantilever ko nahi nikal sakte??

@whatsappstatus6700 3 года назад

bhai uske ending point pr agar 4" wall ka load rhega pura upar next slab tk.. vaha bedroom rhega incase of balcony.. maximum cantilever length 4 feet tk h.. toh aise hi seedhi seedhi beam rhega? ya end point se tapered wala cantilever beam rhega? kya sai rhta h.. plz help me

@vivekrajgupta9166 4 года назад

Sir can you please give me the structural drawings sheets Pls sir

@shamstabrej6298 5 лет назад

Sir extra bar ke end me L provide krna chahiye ya nhi plz reply me

@seesid7130 4 года назад

30 ft gate beam me kya raifonce bar lagegi

@NishantKumar-cc7yo 5 лет назад

Column aur beam ka steal bar together kaise joint karte hai

@pratikpatil3178 3 года назад

Extra bars cantilever me se free end se lekar piche column pe jakr 90 degree bend krna padega ya curtain bar jaise top pe waise hi chodna padega

@erfaisushah7461 3 месяца назад

Top extra bars in cantilever should be provided in 2.5 or 2times and should we bend up them in case becz tension zone in top

@aditigurung4713 19 дней назад

Hi sir . So the reinforcement of the cantilever beam will be continuous from the main beam only right??. Woh alag se we won't join the rft of the cantilever right ?

@pashupatineoupaney2948 5 лет назад

i would have used U bar to close at the end so there is good overlap (say 50* bar diameter) there is some thing missing and other things: where is health and safety on your site. if any one falls from the top?

@parttimeteaching5601 5 лет назад

Sir aapne top or bottom mai 15mm reanfocement ki 4 bar q diye iska reason kya hai side mai left right mai12mm ki reanfocement di h ring 3"ya 4" inchmai near itna q di h sir please question solve me

@ankitmatele2452 3 года назад

Supporting bars kitne meter k leni hai suppose cantilever beam 1 meter ki hai to supporting bar kitna meter k hoga

@architectdesigner1628 6 лет назад

Dear 33 feet k liye beam katny feet ka ho or or os pr beam rakny k liye columns katny size ka ho or os k under steel k katny number ho

@IsrarAhmad-he9vh 5 лет назад

Hi Engr Sb, can we make 25 feet long beem on two side columns with 3 feet contilever support beem at center?

@MasterCivilEngineering 3 года назад

Yes

@engr.muhammadtahirkhan6729 5 лет назад

in top bars, darmiyaan waale bars ko kyun 90 degree pe bent nahe kiya jaata ?? s

@rokibulislam844 Год назад

Hello sir, nice subjects nice video. If beam lenth is 21 foot (column to column) what problem will face. Pls reply thank you sir

@dilshoduralov2991 3 года назад

индийским строительям класс.

@TRB_CIVIL2023 5 лет назад

Brother I had a doubt. What is the purpose of.providing cantilever beams. Is it is necessary when we provide the cantilever slabs? Can you clarify my doubt?

@mdmhamid 5 лет назад

It is not always necessary .... if you provide extra top reinforcements bars on slab with proper size, it can do

@aliasgarchallawala8852 5 лет назад

Hello., Beam end pe 90° bend na ki jaaye to...chale...or ek usse 90° bend kyun karte hey?

@mdrizwan28 5 лет назад

Ji very good sir

@rahulkumar-gy2qc 5 лет назад

Shear failiar kaese hota hai all ditals

@VAIBHAVSPAL 6 лет назад

SIR , LATAK BEAM KI DEPTH CALCULATE KRNE K LIA SLAB KI DEPTH BHI ADD KRNI HOTI HAI KYA ???????????

@jigarpatel1727 6 лет назад

👍

@beautyofbengal2907 2 года назад

Residential house Build up area 950 sq feet. Total no of columns 12. Can I use 10"×10" coloumn and beam with 4 nos 16 mm TMT in each column?

@durgabudha6377 Год назад

Good job

@selvaganesh7006 6 лет назад

Nice video but please tell slowly

@shivk6307 5 лет назад

Plz Make a video on different type of reinforcement and its size and where is used on the basis of type(ex- Fe250,Fe415 etc) and size(6mm,12mm etc)

@FORYOU1 5 лет назад

Hmm

@mirzasaif5226 3 года назад

Is beam can b above slab level

@jaymadhale5666 6 лет назад

Sir what is the length provide behind the main beam for cantilever beam

@jevalrakholia6554 6 лет назад

Jay Madhale 1.5 of the cantilever beam

@JS_Architect_Builders 6 лет назад

Nice

@sandeepnehra13-85 4 года назад

The hooks of stirrups should be down side in case of cantilever beam... Cause in case of cantilever beam the tensile load applying at top side while compressive load apply at bottom side just with support [in case of simply supported beam stirrups's hook should be top side...