How we made Beam and column joint junction

[@pratiktilekar7246]

From india; thank u sir this was so knowledgeable 🖒👍

[@rkayakkal1991]

Top extra bars that resist negetive bending moment at supports should be anchored in to the column to a length of 50D.

[@motomajid]

Yeah

[@Nikesh977]

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?

[@engineeringworld55]

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

[@EngrTechMisbahUllah]

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

[@buliding_basics]

Sir, why there is no 135° hook in stirrups??

[@PrashantPatel0042]

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

[@ConstructionTechandVlogging]

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.

[@Zahid40500]

Dear good effort. Should we not bend the stirrup at 135 degrees.

[@arnavdasaur2577]

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?

[@Civilwork123]

Bhai Jaan Amar Channel Duke Video Na Dekhle Thakte Parben na #allvideogamingvideo

[@muhammadsamofficial1076]

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

[@imamkhan1344]

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 .....

[@FORYOU1]

Oily bar is not good

[@azimmalpekar9916]

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

[@bhavikpatel106]

50D+10D

[@nisarahmedandco8650]

Nice work and great information

[@Civilwork123]

Bhai Jaan Amar Channel Duke Video Na Dekhle Thakte Parben na #allvideogamingvideo

[@pramodtambat6134]

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?

[@ForensicCats]

The shear at the center spam column appears lacking...

[@UltimateGuruGaming]

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 ?

[@rayanbandara7899]

Meay sri lanka sey dekthahu. Achcha hey teek hogiya

[@tanmoymondal73]

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

[@kiransahu9339]

By bar arrangement how will we know whether it is fixed support or hinge support

[@punitswarnkar1430]

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??

[@aakanshaggarwala878]

Cranked bars are provided at top or bottom of beams ?

[@tehseenullahafridi3580]

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

[@aviralrastogi9822]

Dude that depend upon loading....

[@tehseenullahafridi3580]

Aviral Rastogi the beam is in basement and it's 3 story house

[@rnawaz92]

Very informative video but i have one question Do beam stirrups require bend if yes then your beams stirrups have no bend plz calrify

[@chennareddyindla2349]

Very good. Explained well.

[@matloobawan823]

What are the arrangements of steel once beams cross each other.what way beam will take load.regards dear

[@bhawaniantarvedi4099]

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..

[@Nathokimaya]

sir 24×28 era me 24 feet wala era latak beem dalna hoto ..ham usme kase sariya lagaye ge

[@syedmahmood2372]

In Continuous Beams where we should give overlapping in compression zone and in tension zone as Per standards and codes ❓❓

[@MasterCivilEngineering]

See here

[@scientasticguru6861]

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.

[@DeepakShukla-gy2rr]

Pls tell what size of bars are used in tie beams & in footing.

[@laxmansoren3000]

Wall side Beam me slab bar crank hona jaryri hai yaa nahi please reply ....

[@mmkdma]

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...??

[@RAJATKUMAR-nu2ph]

Mid me less shear force and corner pe jyada shear force.. hota h

[@jmspacerwillfixforthat8045]

Are those lapping for columns are in the lapping zone?

[@michaelgu9907]

Hahaha it so bad my work😅

[@alerivera2437]

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

[@hcnobin]

very informative thanks you very much for your video uploading

[@neeleshmishra7418]

Sir junction pai lapping provide kar sakte hai

[@j.schannel3898]

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

[@buddhakishan2822]

बहुत बडिया हे सर

[@souravbhandari7348]

please tell me the difference between the top extra support bars and side support bars in a beam...

[@noushadkhan5294]

Helpfull sir...goodjob👍

[@nejamuddinshaikh596]

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

[@mahesharya3030]

kya jab ground floor pura car parking k lia open rakhna ho to bar extra dalte hai kya

[@civilbrains]

kzbin.info/www/bejne/a6qxnp94eq-hhKs

[@civilworksvideos248]

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...

[@shabirshaikh1559]

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

[@usmansumbalactivity]

Sir Agr two columm 18/18 ka ho to ak colum sa dosra colum ka distance kitna hona chaya?

[@civilbrains]

kzbin.info/www/bejne/nqvLh6qGZbF-eNU

[@claypot699]

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.

[@mikesardea3809]

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.

[@premdhami9233]

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

[@civilbrains]

kzbin.info/www/bejne/a6qxnp94eq-hhKs

[@vishvajeetsingh9239]

bind is necessary on end point or not??

[@karthiks8010]

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

[@Believer232]

Sir... mid column beam junction m 90 degree bend dena ya lap deke aage badana

[@pratyayakumarpriyadarshi4974]

Lap. But mid portion me lap nehi Dena chahiye beam ke

[@Believer232]

PAPUN KUMAR PRIYADARSHI thx

[@dhrubajyotibora2180]

What is transverse reinforcement. Spacing@125mm c/c

[@vishvajeetsapkal6664]

Good sir achchi jankari hai ,sir four bar yane main Bai hai kya

[@karanroy7865]

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...

[@anilsaroj666Official]

Bhai ye batao beam ke neeche approxe 1fit ka dig kyo hota hai, ekdam flat kyo nahi rakhte hai slab ke....

[@IqbalAhmed-e6h]

Very Nice. Lecture. Thanks sir. For remind me

[@mdraheem6625]

I hit on like button by pausing video at 2.58 just by seeing your effort😍

[@umerjaved5764]

Full Road construction procedure step by step: Important vedio for Site Engineer. Watch this vedio in Urdu/Hindi. kzbin.info/www/bejne/qorWfISkpcaIaZo

[@vishvajeetsapkal6664]

Sir kya sloep footing or isolated footing ek hi hai

[@lapakana]

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) ?

[@maiyuri7921]

Can you provide an english subtitle for your videos? I really want to know what you're saying.

[@MasterCivilEngineering]

Watch more here my friend

[@nandkishore3045]

What will be when beam length more than 40 feet as bar length only 40 feet.

[@seuaoleaupepe7057]

That’s easy mate

[@rkbinadevi5486]

How many steel bar fe 550+ sd in grade beam of 5storey building

[@shyamkumarmehra7323]

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

[@cybersecurity3]

Thank you. I have one question. I have removed front side one colume, is there any effects on total building structure?

[@kidslearninguni56]

Its depends on length between two coloumn&load

[@kidslearninguni56]

You need to check the design and do discuss with your sinior

[@cybersecurity3]

@@kidslearninguni56 thank you sagar Ji..

[@Jaagtahindustan]

Kon si company ki bar h

[@shahriarfardin777]

Mera le loh ,

[@dr.ajaysarkar5652]

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.

[@mohammedyaseen1839]

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..

[@Civilwork123]

Bhai Jaan Amar Channel Duke Video Na Dekhle Thakte Parben na #allvideogamingvideo

[@harshshah9828]

How to make tender and details about some basic rate of item...

[@shivdeyal6815]

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.

[@rupangkardeka3119]

kzbin.info/www/bejne/jZi3e6GcmbSDjqc

[@haseebahmadahmad2874]

Chaber

[@haseebahmadahmad2874]

9000com

[@haseebahmadahmad2874]

Englich

[@umerjaved5764]

Full Road construction procedure step by step: Important vedio for Site Engineer. Watch this vedio in Urdu/Hindi. kzbin.info/www/bejne/qorWfISkpcaIaZo

[@VlogwithNumanSK]

MashaAllah outstanding job sir keep it up

[@chatpatgamingyt2707]

Beam cover is being 2", does it make any sense?

[@sudiptaduttaroy3370]

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?

[@aliasgarchallawala8852]

Hello,....boss beam ke end pe jo 90 °L- bend kyun lagaya jata ..hey or us bend ko na lagaye to chale...?

[@RAJATKUMAR-nu2ph]

Nhi. Agar na lagaya to bar slip hone ke chance ho sakte h

[@AfzalRahmat5557]

sir working time shedule bata de k kitna mason or kitna helper milkar 8 hrs me kitna kaam karenge

[@PawanKumar-pe9dk]

Sir steel bar kitne mm ki use ki hai or continues beam mai column kitna distance hai

[@L145channel.]

Mantap sekali bang ❤️👉👉💯💯💯👍👍

[@nagarajacharya4570]

40×40 size 3 floor duplex house keliye steel bar ka size kithana hona chahihe

[@Dspathan]

Show colum and tapered cantilever beam reinforcement at joint of column and cantilever beam at corner joint

[@dhavaljinger2141]

What is rest in beam?? It's shown in Structure drawing..

[@sageerkhan6144]

Sar im saggeer plz mujha malom karna ha ka bheem kitne thik ka hona lazim ha 50bay 65 . 6 folor

[@manojniwal5758]

How to calculate the curtail length of extra top and bottom bars.... Sir please answer it

[@lisadas698]

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

[@Gajenswargiary]

Sahi mai ye video Mere liye bahut hi helpful rha.. thanks

[@umerjaved5764]

Full Road construction procedure step by step: Important vedio for Site Engineer. Watch this vedio in Urdu/Hindi. kzbin.info/www/bejne/qorWfISkpcaIaZo

[@shamsofficial179]

Sir ye beam to niche jaayega na to phir ye beam uper utha hua q dikh rha senting mein sir please bata skte h

[@akbarmover6227]

Masha Allah very nice video Im Indian

[@nagdow5042]

hello very nice video.However one question-is there enough at the column for adequate amount of concrete as it appears very compact?

[@eruc1675]

Sir beam ke top and bottom bar ko L kitana dena hai. Plz reply fast.. Also for footing jalli

[@m.v.b1]

What is tha span between two columns

[@valahn1712]

Can you say it in English or make subtitle.. it'll be very useful for some of us..

[@MdDanish-cv6gt]

Sarmujhesiribnaneyal

[@CASH-TO-THE-MERE101]

👍

[@rupangkardeka3119]

kzbin.info/www/bejne/jZi3e6GcmbSDjqc

[@haseebahmadahmad2874]

ZRk Groups

[@khursheedahmed666]

I love your video bhai

[@AmarKumar-pf4vv]

Sir beam will be under the slab...why in this case beam is designed on slab or above the slab

[@infotone2061]

clapping for your question ...

[@shirish367]

Why don't you make video on rooftop waterproofing.

[@MasterCivilEngineering]

No problem see here

[@Runziv]

What about development length, lapping locations?

[@firozkhanmehar6361]

Sir main bar or uske uper join bnaya kr baro ko ak sath kiya jata hai Uska name or work btao plz

[@sumitwankhade6256]

Bhaiya ring ki hook 135 angle bend nhi hai kya bataoge is bare mein

[@bloxyboy3777]

Why stirrup hook has not bent to 135 degree. Stirrup makes no sense what you have executed at present beam.

[@surajitpaul9448]

Sir beam depth kitna hona chahiye? And kaha sey nap lena chahiye? And wide kitna hona chahiye? Please bataiye sir..

[@psktechandnature8650]

🎉thanks sir ye hi to chahiye tha muze .sir slab mesh wala batayiye aur foundation mesh aur leg kitna kya lena he batayiye

[@zakirzaki6260]

Hi brother information about Construction joint and earthquake joint very important Thanks

[@dominicvillanueva7493]

Ideally the L bend for all the beam bars should point downward that is to have the best anchorage to the column.