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
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?
Full Road construction procedure step by step: Important vedio for Site Engineer. Watch this vedio in Urdu/Hindi. th-cam.com/video/tYsKQnpaU38/w-d-xo.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 .....
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
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 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..
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...
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
Full Road construction procedure step by step: Important vedio for Site Engineer. Watch this vedio in Urdu/Hindi. th-cam.com/video/tYsKQnpaU38/w-d-xo.html
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.
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) ?
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.
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. th-cam.com/video/tYsKQnpaU38/w-d-xo.html
Full Road construction procedure step by step: Important vedio for Site Engineer. Watch this vedio in Urdu/Hindi. th-cam.com/video/tYsKQnpaU38/w-d-xo.html
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
Plainth beam ki cornr mai bar ko l shape jo diya hai wo agar 1inch short ho jaye to koi dikkot hoti hai kya aur, extra ghar banane k e liye plinth beam nikal ke jo rakte hai wo kya L shape deke rakh na chahiye ya fir aise histraight, aur kitni lambai mai rakhni chahiye
Sir I need design 19ft width 39ft length, high 18fts need to cover full roof no walls only need to cover with help of columns can u design steal for both columns bems n roof pls
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
can you explain about the lap provide .. mtlb ka mainBar ka lap kaha dana ha yanii kaha ja ka cut krnii ha length steel ka beam main or spurt bar ka length kaha ja ka cutt krnii ha mtlba ka column ka kaha ja ka cutt krni ha agr throughout length nahi ha hmra pass...
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
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?
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.
th-cam.com/video/tYsKQnpaU38/w-d-xo.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 .....
Oily bar is not good
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.
Very good. Explained well.
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
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 informative video but i have one question
Do beam stirrups require bend if yes then your beams stirrups have no bend plz calrify
MashaAllah outstanding job sir keep it up
very informative thanks you very much for your video uploading
Meay sri lanka sey dekthahu.
Achcha hey teek hogiya
Very Nice. Lecture. Thanks sir. For remind me
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
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?
Nice work and great information
Bhai Jaan Amar Channel Duke Video Na Dekhle Thakte Parben na
#allvideogamingvideo
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
One good thing is that we can still catch some key english words. nice work, thanks for sharing!
Nice dear
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??
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...
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.
What are the arrangements of steel once beams cross each other.what way beam will take load.regards dear
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
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
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.
th-cam.com/video/tYsKQnpaU38/w-d-xo.html
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.
Hi brother information about Construction joint and earthquake joint very important
Thanks
Can you say it in English or make subtitle.. it'll be very useful for some of us..
Sarmujhesiribnaneyal
👍
th-cam.com/video/WgTJnfdOPXE/w-d-xo.html
ZRk Groups
Mantap sekali bang ❤️👉👉💯💯💯👍👍
Cranked bars are provided at top or bottom of beams ?
Masha Allah very nice video
Im Indian
By bar arrangement how will we know whether it is fixed support or hinge support
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
th-cam.com/video/5yNmlBEJnNI/w-d-xo.html
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 ?
Are those lapping for columns are in the lapping zone?
Hahaha it so bad my work😅
Helpfull sir...goodjob👍
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) ?
In Continuous Beams where we should give overlapping in compression zone and in tension zone as Per standards and codes ❓❓
See here
Why stirrup hook has not bent to 135 degree. Stirrup makes no sense what you have executed at present beam.
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.
Wall side Beam me slab bar crank hona jaryri hai yaa nahi please reply ....
Sir... mid column beam junction m 90 degree bend dena ya lap deke aage badana
Lap. But mid portion me lap nehi Dena chahiye beam ke
PAPUN KUMAR PRIYADARSHI thx
Sir
Agr two columm 18/18 ka ho to ak colum sa dosra colum ka distance kitna hona chaya?
th-cam.com/video/hzhVwP0LKBs/w-d-xo.html
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..
please tell me the difference between the top extra support bars and side support bars in a beam...
Thank you sir...good knowledgeable video..
Yup
kya jab ground floor pura car parking k lia open rakhna ho to bar extra dalte hai kya
th-cam.com/video/5yNmlBEJnNI/w-d-xo.html
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.
th-cam.com/video/WgTJnfdOPXE/w-d-xo.html
Chaber
9000com
Englich
Full Road construction procedure step by step:
Important vedio for Site Engineer.
Watch this vedio in Urdu/Hindi.
th-cam.com/video/tYsKQnpaU38/w-d-xo.html
bind is necessary on end point or not??
🎉thanks sir ye hi to chahiye tha muze .sir slab mesh wala batayiye aur foundation mesh aur leg kitna kya lena he batayiye
Pls tell what size of bars are used in tie beams & in footing.
That’s easy mate
hello very nice video.However one question-is there enough at the column for adequate amount of concrete as it appears very compact?
Why don't you make video on rooftop waterproofing.
No problem see here
Noted, thank you sir 👍
Full Road construction procedure step by step:
Important vedio for Site Engineer.
Watch this vedio in Urdu/Hindi.
th-cam.com/video/tYsKQnpaU38/w-d-xo.html
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
Plainth beam ki cornr mai bar ko l shape jo diya hai wo agar 1inch short ho jaye to koi dikkot hoti hai kya aur, extra ghar banane k e liye plinth beam nikal ke jo rakte hai wo kya L shape deke rakh na chahiye ya fir aise histraight, aur kitni lambai mai rakhni chahiye
Ideally the L bend for all the beam bars should point downward that is to have the best anchorage to the column.
sir , please make your videos in good clearity....thanks
Kon si company ki bar h
Mera le loh ,
The shear at the center spam column appears lacking...
What is transverse reinforcement. Spacing@125mm c/c
Really very nice but if can possible please post English translation very useful for other race people thanks
Outside portion of column clear space is 40 mm and beam clear space is 25 mm then how does it maintain both in column beam junction ? Pl. Clarify?
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.
Can you provide an english subtitle for your videos? I really want to know what you're saying.
Watch more here my friend
Dont u know that hook in stirrup should be at 135deg？
What will be when beam length more than 40 feet as bar length only 40 feet.
Sir I need design 19ft width 39ft length, high 18fts need to cover full roof no walls only need to cover with help of columns can u design steal for both columns bems n roof pls
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
Bhai ye batao beam ke neeche approxe 1fit ka dig kyo hota hai, ekdam flat kyo nahi rakhte hai slab ke....
Sir beam will be under the slab...why in this case beam is designed on slab or above the slab
clapping for your question ...
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
Good sir achchi jankari hai ,sir four bar yane main Bai hai kya
can you explain about the lap provide .. mtlb ka mainBar ka lap kaha dana ha yanii kaha ja ka cut krnii ha length steel ka beam main or spurt bar ka length kaha ja ka cutt krnii ha mtlba ka column ka kaha ja ka cutt krni ha agr throughout length nahi ha hmra pass...
Super work by tht builde
th-cam.com/video/hzhVwP0LKBs/w-d-xo.html
How many steel bar fe 550+ sd in grade beam of 5storey building
Very good knowledge, great job
बहुत बडिया हे सर
How to make tender and details about some basic rate of item...
Sooper 👌
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
sir 24×28 era me 24 feet wala era latak beem dalna hoto ..ham usme kase sariya lagaye ge
Extra bar ki length l/3 or l/4 ke baad beam ki width ke aage bhi lejana h and bend sahit kitni cutting length hona chahiye please bataiye sir
Sir junction pai lapping provide kar sakte hai
Beam cover is being 2", does it make any sense?
This was pretty good, but it could have been more effected by some further information,
Make videos on installation of WC, water proofing , painting
How to calculate the curtail length of extra top and bottom bars.... Sir please answer it
Hello,....boss beam ke end pe jo 90 °L- bend kyun lagaya jata ..hey or us bend ko na lagaye to chale...?
Nhi. Agar na lagaya to bar slip hone ke chance ho sakte h
Sir ye beam to niche jaayega na to phir ye beam uper utha hua q dikh rha senting mein sir please bata skte h
Sar im saggeer plz mujha malom karna ha ka bheem kitne thik ka hona lazim ha 50bay 65 . 6 folor
Why don't the struts have a 180 degrees at the ends
Bim rod binding very nice