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
Full Road construction procedure step by step: Important vedio for Site Engineer. Watch this vedio in Urdu/Hindi. ua-cam.com/video/tYsKQnpaU38/v-deo.html
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?
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?
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...
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 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..
Full Road construction procedure step by step: Important vedio for Site Engineer. Watch this vedio in Urdu/Hindi. ua-cam.com/video/tYsKQnpaU38/v-deo.html
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 .....
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.
Full Road construction procedure step by step: Important vedio for Site Engineer. Watch this vedio in Urdu/Hindi. ua-cam.com/video/tYsKQnpaU38/v-deo.html
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
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
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.
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.
Full Road construction procedure step by step: Important vedio for Site Engineer. Watch this vedio in Urdu/Hindi. ua-cam.com/video/tYsKQnpaU38/v-deo.html
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
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 ?
My question : I have 6 continuous 12 mm rods in beam. What if i bend 4 side rods in 'c' or 'u' shape (180 degree) and 2 mid rods in 'L' shape (45 degree) ?
Bina chhath dale ghar banwa chuki hun aur ab usse ghar ko tode bina chath dalwana chahti hun lekin koi column yeah beam Diya hua nahi hai chhath kaise dalvaien please reply
Very good information. One question In the junction between column and beams, below and above beams we are providing column rings What about the column rings in beam depth
Sir supporting bar 90°pe bend end connection pe hi kyu kia jaha dono taraf se bars aarhi..?? Starting mai to sirf main bars ko hi bend kia tha aur supporting ko straight choda tha..
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
Sir can I use 12 mm bar in beam of 10 feet span where I want to give stirrups c/c 6" and , 3 bars in bottom and 3 in top and 2 extra bars in sides ??? Answer me plz
Sir pls make a video on how to find the spacing of stirrups of a beam as the spacing is different in centre and near the support so pls tell me how to calculate
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
Meay sri lanka sey dekthahu.
Achcha hey teek hogiya
Dear good effort. Should we not bend the stirrup at 135 degrees.
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.
ua-cam.com/video/tYsKQnpaU38/v-deo.html
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
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?
Nice work and great information
Bhai Jaan Amar Channel Duke Video Na Dekhle Thakte Parben na
#allvideogamingvideo
बहुत बडिया हे सर
MashaAllah outstanding job sir keep it up
Very good. Explained well.
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...
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
One good thing is that we can still catch some key english words. nice work, thanks for sharing!
Nice dear
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 informative thanks you very much for your video uploading
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.
ua-cam.com/video/tYsKQnpaU38/v-deo.html
That’s easy mate
Masha Allah very nice video
Im Indian
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
Very informative video but i have one question
Do beam stirrups require bend if yes then your beams stirrups have no bend plz calrify
Helpfull sir...goodjob👍
Very Nice. Lecture. Thanks sir. For remind me
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.
Hi brother information about Construction joint and earthquake joint very important
Thanks
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.
ua-cam.com/video/WgTJnfdOPXE/v-deo.html
Chaber
9000com
Englich
Full Road construction procedure step by step:
Important vedio for Site Engineer.
Watch this vedio in Urdu/Hindi.
ua-cam.com/video/tYsKQnpaU38/v-deo.html
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?
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 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??
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
Very good knowledge, great job
Amazing keep it up
Good sir achchi jankari hai ,sir four bar yane main Bai hai kya
I love your video bhai
Thank you sir...good knowledgeable video..
Yup
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.
Cranked bars are provided at top or bottom of beams ?
hello very nice video.However one question-is there enough at the column for adequate amount of concrete as it appears very compact?
Ideally the L bend for all the beam bars should point downward that is to have the best anchorage to the column.
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
By bar arrangement how will we know whether it is fixed support or hinge support
Can you say it in English or make subtitle.. it'll be very useful for some of us..
Sarmujhesiribnaneyal
👍
ua-cam.com/video/WgTJnfdOPXE/v-deo.html
ZRk Groups
Sir
Agr two columm 18/18 ka ho to ak colum sa dosra colum ka distance kitna hona chaya?
ua-cam.com/video/hzhVwP0LKBs/v-deo.html
What are the arrangements of steel once beams cross each other.what way beam will take load.regards dear
Почему ты только один ригель показываешь? Ты весь объем снимай! Где армирование перекрытия? А в общем молодцы, работа отличная!
sir , please make your videos in good clearity....thanks
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
ua-cam.com/video/5yNmlBEJnNI/v-deo.html
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.
please tell me the difference between the top extra support bars and side support bars in a beam...
Noted, thank you sir 👍
Full Road construction procedure step by step:
Important vedio for Site Engineer.
Watch this vedio in Urdu/Hindi.
ua-cam.com/video/tYsKQnpaU38/v-deo.html
very good lecture, sirji
Why stirrup hook has not bent to 135 degree. Stirrup makes no sense what you have executed at present beam.
very useful...thanks...
Hello sir my name is Tanmoy Mondal from West Bengal.
In secondery Bea support portion extra top bar are provided it's true or rong
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
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 ?
bind is necessary on end point or not??
Sir deutile design ka kya matlab h ....
My question : I have 6 continuous 12 mm rods in beam. What if i bend 4 side rods in 'c' or 'u' shape (180 degree) and 2 mid rods in 'L' shape (45 degree) ?
Really very nice but if can possible please post English translation very useful for other race people thanks
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
Wall side Beam me slab bar crank hona jaryri hai yaa nahi please reply ....
Sir footing marking aur column marking ke baare mein bhi videos karo plzzzz...it will be helpful fr us
Bina chhath dale ghar banwa chuki hun aur ab usse ghar ko tode bina chath dalwana chahti hun lekin koi column yeah beam Diya hua nahi hai chhath kaise dalvaien please reply
Pls tell what size of bars are used in tie beams & in footing.
Sir junction pai lapping provide kar sakte hai
Bhai plz yeh bta dyn k kya 20 ft tk beam agr rakhna hoo too hmy kitni baar beam dalni chaey r colum kitny by kitny ka hoo.
Dont u know that hook in stirrup should be at 135deg？
Very good information.
One question
In the junction between column and beams, below and above beams we are providing column rings
What about the column rings in beam depth
Sir supporting bar 90°pe bend end connection pe hi kyu kia jaha dono taraf se bars aarhi..??
Starting mai to sirf main bars ko hi bend kia tha aur supporting ko straight choda tha..
sir 24×28 era me 24 feet wala era latak beem dalna hoto ..ham usme kase sariya lagaye ge
What is tha span between two columns
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
Make videos on installation of WC, water proofing , painting
Sir where you from?
Why don't you make video on rooftop waterproofing.
No problem see here
Why don't the struts have a 180 degrees at the ends
Sliya ko jonth kis jag dena chahye
Sir can I use 12 mm bar in beam of 10 feet span where I want to give stirrups c/c 6" and , 3 bars in bottom and 3 in top and 2 extra bars in sides ??? Answer me plz
Dude that depend upon loading....
Aviral Rastogi the beam is in basement and it's 3 story house
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.
🎉thanks sir ye hi to chahiye tha muze .sir slab mesh wala batayiye aur foundation mesh aur leg kitna kya lena he batayiye
Sooper 👌
thanks a lot keep lecturing videos in the site like this right.
Yes dear
Are those lapping for columns are in the lapping zone?
Hahaha it so bad my work😅
Sir mai lebar Thekedar hon sir ek beam 27 fite colume se sentar to sentar hai length kitna hona aor bare kitne mm hona chahiye please ripley
How to make tender and details about some basic rate of item...
In Continuous Beams where we should give overlapping in compression zone and in tension zone as Per standards and codes ❓❓
See here
Thanks Sir Ji
Mohsin Abbas from air Arabia
This was pretty good, but it could have been more effected by some further information,
good job 👍 sir
Mantap sekali bang ❤️👉👉💯💯💯👍👍
Thank you. I have one question. I have removed front side one colume, is there any effects on total building structure?
Its depends on length between two coloumn&load
You need to check the design and do discuss with your sinior
@@kidslearninguni56 thank you sagar Ji..
Super understand sir
How to calculate the curtail length of extra top and bottom bars.... Sir please answer it
Where from you sir ???
Sir pls make a video on how to find the spacing of stirrups of a beam as the spacing is different in centre and near the support so pls tell me how to calculate
Using is 875 2000 used vs equation to find out spacing between striups
Hello from Russia
Awesome 👌
Sir beam depth kitna hona chahiye? And kaha sey nap lena chahiye? And wide kitna hona chahiye? Please bataiye sir..