How we made Beam and column joint junction
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- Опубликовано: 6 окт 2024
- Friends in this lecture i show you we made the junction between beam and column How we bend the bars and joint them with column bars and make the two members to one member. It is very important for you to understand. So check it out.....
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Наука
From india; thank u sir this was so knowledgeable 🖒👍
may yahi dhund raha tha bhi you tube me bhot din se
aur ye mil gya kayse sukriya karun aapka may for these video
thank you very much best video in tmt rainforce ment
Top extra bars that resist negetive bending moment at supports should be anchored in to the column to a length of 50D.
Yeah
very informative thanks you very much for your video uploading
I hit on like button by pausing video at 2.58 just by seeing your effort😍
Full Road construction procedure step by step:
Important vedio for Site Engineer.
Watch this vedio in Urdu/Hindi.
ruclips.net/video/tYsKQnpaU38/видео.html
Very good. Explained well.
Very Nice. Lecture. Thanks sir. For remind me
One good thing is that we can still catch some key english words. nice work, thanks for sharing!
Nice dear
Hi brother information about Construction joint and earthquake joint very important
Thanks
Meay sri lanka sey dekthahu.
Achcha hey teek hogiya
Nice work and great information
Bhai Jaan Amar Channel Duke Video Na Dekhle Thakte Parben na
#allvideogamingvideo
Sahi mai ye video Mere liye bahut hi helpful rha.. thanks
Full Road construction procedure step by step:
Important vedio for Site Engineer.
Watch this vedio in Urdu/Hindi.
ruclips.net/video/tYsKQnpaU38/видео.html
Helpfull sir...goodjob👍
Your videos are very informative!
I have a query, Is it the R/F of beam on the shorter span which will be laid first and then comes the R/F of beam on the longer span above it? Is there any thumb rule about layering of Reinforcement which one will be laid first and which one over it?
Bhai Jaan Amar Channel Duke Video Na Dekhle Thakte Parben na
#allvideogamingvideo
Thank you sir...good knowledgeable video..
Yup
MashaAllah outstanding job sir keep it up
Dear good effort. Should we not bend the stirrup at 135 degrees.
That’s easy mate
Beam and column junction specially at end, Ld ( Development length in tension) apply nahi Kya gya...Which is most important for seismic point of view...btw thanks for this video...
Masha Allah very nice video
Im Indian
Noted, thank you sir 👍
Full Road construction procedure step by step:
Important vedio for Site Engineer.
Watch this vedio in Urdu/Hindi.
ruclips.net/video/tYsKQnpaU38/видео.html
I love your video bhai
बहुत बडिया हे सर
sir in my opinion u should also add some pictures at some points showing the clear picture how beam joins the other if possible ..as the movement of camera in video will be way fast to understand..
Bhai Jaan Amar Channel Duke Video Na Dekhle Thakte Parben na
#allvideogamingvideo
Very good knowledge, great job
very useful...thanks...
Really very nice but if can possible please post English translation very useful for other race people thanks
thanks for the video. but, i think the lateral ties at the beam-column joint should be much closer. seismic hook is also not provided.
stirrups are not bend in 135° Its more important in earthquake and if extra bars are bend same like main bar at the end of column its good
ruclips.net/video/5yNmlBEJnNI/видео.html
All top bars ending in column must have bends equal to development length to be effective. Some top curtail bars have not been provided with bends which makes them ineffective and useless
50D+10D
sir , please make your videos in good clearity....thanks
Amazing keep it up
very good lecture, sirji
सर आप बहुत अच्छे से और समझाने की कोशिश करे जाहा पर आप समझाते हो वहा पर विडियो को और भी अच्छी तरह से देखाने की कृपा करे I सर मुझे सीढ़ी बनाना नहीं आता सीढ़ी बनाने के लिए सीढ़ी का गणित समझाये (a टू z) ऐसे समझाये की एक नार्मल से नार्मल मिस्त्री भी सीढ़ी का नक्शा निकाल के सीढ़ी bana सके। thank you sir.
ruclips.net/video/WgTJnfdOPXE/видео.html
Chaber
9000com
Englich
Full Road construction procedure step by step:
Important vedio for Site Engineer.
Watch this vedio in Urdu/Hindi.
ruclips.net/video/tYsKQnpaU38/видео.html
Why not providing development length for extra bars? Is it because of its difficult to bend so many bars at one joint? It was the same way in drawing too?
thanks a lot keep lecturing videos in the site like this right.
Yes dear
Very informative video but i have one question
Do beam stirrups require bend if yes then your beams stirrups have no bend plz calrify
Super work by tht builde
ruclips.net/video/hzhVwP0LKBs/видео.html
🎉thanks sir ye hi to chahiye tha muze .sir slab mesh wala batayiye aur foundation mesh aur leg kitna kya lena he batayiye
Bim rod binding very nice
i hve some technical question . bro is it necessary to provide hook to anchor bar and not to main bar that u say that not provide to negative bar plz check it out
Sir, why there is no 135° hook in stirrups??
Because labour cost get increse and if you complain about that to your contractor then you ll loose job and you came at one point that you have to stay at home only.
It's really hard to stand against uneducated powerfull person, they ll kick you
That's not the case. If zone 2 we can provide but it is always good to provide hooks at 135°. Contractor has nothing to do with the code compliance.
Sir excellent...
Awesome 👌
Good sir achchi jankari hai ,sir four bar yane main Bai hai kya
Good job....
This was pretty good, but it could have been more effected by some further information,
Sooper 👌
Thankz
Super understand sir
Sir I have question related to slab bar if contractors apply mobil on slab centring so that bar also become oily it's good for bar or not . plz reply soon .....
Oily bar is not good
Sir footing marking aur column marking ke baare mein bhi videos karo plzzzz...it will be helpful fr us
Well explanation
good job 👍 sir
No le entiendo nada pero x la imagen de su armado buen trabajo sólo me gustaría q el alambre con q amarran sus estribos fuera más grueso
Make videos on installation of WC, water proofing , painting
sir 24×28 era me 24 feet wala era latak beem dalna hoto ..ham usme kase sariya lagaye ge
Can you say it in English or make subtitle.. it'll be very useful for some of us..
Sarmujhesiribnaneyal
👍
ruclips.net/video/WgTJnfdOPXE/видео.html
ZRk Groups
Very good.
Sir beam depth kitna hona chahiye? And kaha sey nap lena chahiye? And wide kitna hona chahiye? Please bataiye sir..
Почему ты только один ригель показываешь? Ты весь объем снимай! Где армирование перекрытия? А в общем молодцы, работа отличная!
Sir ji u r to good ....
Thanks for the video learn about the bar arrangement of abeam . the movement of the camera should be slow to follow aand understand thebar arrangement. I am going to construct a tie beam of about 16 ft length and 15 inch height and 10 inch thickness . If I use 16 mmTiscon bar , how the bar should be arranged ? Show me in cross sectional view.
Ideally the L bend for all the beam bars should point downward that is to have the best anchorage to the column.
Thanks Sir Ji
Mohsin Abbas from air Arabia
Good i like
Bhai beam main main bars Bentup kese hoti hai? Please video 🔗 Dena and design software Pebhi Ek video jrur banao -student of BE Civil Engineering
Aap ne is vedio mai ik cheez observe nhi ki
Beam ki ourlapping jo thi wo galt thi
Q k lapping hamesha calum k center mai hoti hai
Baqi jis topic pe aap ne bat ki very nice
So skillful
Very helpful to me and all
If you explain in English sir
No problem bro watch here
Mantap sekali bang ❤️👉👉💯💯💯👍👍
Sir kya ye beam aise hi rahega ya niche jaega i mean agr slab casting hui to bahut jyada beam ke height tak cast krna padega kya??
excellent video
Look at the both sides of column steel, beam steel is not straight but going down. Will it not create trouble after casting of beam?
Well explained
Sir make video about m sand and river sand....
By bar arrangement how will we know whether it is fixed support or hinge support
Very good nice video
Sir junction pai lapping provide kar sakte hai
Very nice sir
sir working time shedule bata de k kitna mason or kitna helper milkar 8 hrs me kitna kaam karenge
Hello from Russia
Sir,
Column me jo ties dete he, unki hook ki position kese deni chahiye?
Kya hum 4 sides me alternate de skte he ya fir 2 sides me alternate only.
And same doubt for beam stirrups too.
Shukriya sir.
Kon si company ki bar h
Mera le loh ,
nice explained good for knowledge but practical mistakes are seen like ld at end of beams, ancorage of stirups.....
8
Hi sir nice video
Sir
Mera ghar me total 12 kollam diya gaya hai
Or place hai 23 phut by 20 phut ka
12 kollam me 10mm ka 4 br diya gaya hai . So please sir mujhe zankari chahiye
ki ish me Kitna manzil upar leza sakte hai
please tell me the difference between the top extra support bars and side support bars in a beam...
Thank you
Cranked bars are provided at top or bottom of beams ?
V nice bro
Bhai nice video and explanation. I think the quality of the video would be more good use gimble bro the video is little bit shaky !!
Hmen kese pta chalega ke knsa beam rest karega dusray beams pe. I meant beams ki rebars dusra beam pe rest krti hain. Longer beam shorter pe rest krti ya wise versa ?
Sir I want to know I can't saw crank bar bent up from upper face to bottom face and there is also not provided hook
What are the arrangements of steel once beams cross each other.what way beam will take load.regards dear
Brother app ne jo beam main stirrups use kie hain. corners pe un ki spacing kam or mid main zyada hai.
Please guide us about that...??
Mid me less shear force and corner pe jyada shear force.. hota h
Bhai ek BBS( Bar bending schedule) par v video banao na please
One important thing you didn't mention, the length of bend or anchorage length of 90° bend should be atleast 8 times the dia of bar.
Nice sir I like you language
❤️
Show colum and tapered cantilever beam reinforcement at joint of column and cantilever beam at corner joint