What is Joggle? | Why We Bend a Bar While Lapping?
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- čas přidán 26. 08. 2024
- Hello Friends,
In this video, I will tell you about joggle, What joggle is and why we use it in lapping in bar column or Beam both.
Hope you will like and learn something from this video.
Joggle Part 2 - • What is Joggle in Colu...
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Tutorials Tips maximum joggle kitney inch tk provide kr skte h
Bar k dia k according 1:6
Sir Agr Joggle na diya ho toh.. Age Koi problem toh nhi hogi
Nhi, 16,20,25;;k bar h to joggle dena chahiye
@Zaire Jay see q
Best part of your video is that they always have practical explanation and site images
Bhai ek personal question h??
Mera २००gaj ka plot h... Usme piller banwaye the vo ground level tak cast kr k chod diye the... Due to some problem kaam band ho gya. Ab plot me jo b pillar bar the, sab casting height se hi fully bend ho gye h.. Ab pir se kaam start krna h toh piller making k liye kya krna chahiye??
Suggestion bar k liye chahiye ki unko lapping kr k seedha kkr k cast kre ya cut kr k cuppler lagaye???
3storey building banani h toh base pillar strong rhe, uske liye kya kya option ho skte h???
No issue aap us Bar ko sidha kar do or lapping pura column top tak lena or 4 bars ko rebaring karke old k sath casting karke karsakte hai.
shukriya sir nice explain. sir cranck bar ke bare me bataiye
Sure
Great videos welled explain
Great video sir new thing to learn
also ready to teach everyone
👌👌 thanks for sharing this sir
Thanks for watching, please share the video if you like
Excellent explanation of joggle - thanks
According to is code joggle is allowed if the column bar are not in layout at first floor
Why not
अच्छी जानकारी है
Thank you sir
Great video SIR
Thanks
What is technical word of joggle?
Great Explanation Bro
Thank you, dear please share the video to your frnds
Nice
Thanku sir
for this information
Make more video I am always with you
Thanks
Always ready for help
Hello. Column main 16 mm ko 16 mm se jodne k liye kitna joggle den ? Ye kese dete hain ? Aur overlap length kya hogi ? Pls reply.
Dia of bar multiple with 50 matlab 16*50= 800mm lapping length
Nice video sir. Bt ye baar ko curve / bend kaise dena hai . Please koi video bnao ya dikhao Baar ko bend/curve krte hue
bars ko band karne ke liye iske tool aate hai. matlab pane
Staggered ya joggle ... good
Joggle and staggered both are different
Sir joggle ka bending angle kitna hota hai?
Angle koi fix nahi hota , jo bar use karte hai ussi k according band karte hai
Thanku
Accha sir lapping zone main tmt bars ko kaise jore????..
Wires ke through aur welding???..
Answer me please!.
Wire, welding is also good but expensive.
@@AmitSahCivil thank you sir।
But I have read that during welding the TMT bars get hot which may effect the ductility of steel!.
Also the property of welding material is not same as TMT, during huge amount of pressure it may collapse because at the junction of welding,it loose the elasticity property of the TMT..
I'm little bit confused!..🤔
all are myth, welding process is good, if we loose the elasticity while welding than why welding machine is invented.
If we do side by side lapping , does it still transfer load to the below sariya
yes, its transfer if building height not no much or also depend dia of bars
सर🙏 foundation coloum की सरिया एकसमान होनी चाहिए या लंबी, छोटी होनी चाहिए!
Chote bade honge
Sir i think joggle provided in column is prohibited in engineering is it corct.
Sir rply zaroor krna
Kar sakte hai aisha koi issue nahi hai
Who told you so ?
Insha Qayoom You are correct it is totally prohibited. See full response posted by me. I think people are confused with the paper representation of the lap splice to real situations.
Any S shape jags in repair will render the bar useless in tension because it will have an extra length in it trying to go straight and it will elongate with visibility cracks in the columns if it goes into a high tension cycle.
No code even describe this. Video poster need to add code reference to this practice. I know ACI code does not allow bending tension pars in tension region “Specially lap splice region”
This video need to be deleted due to the risk of misinformation.
Regards,
Excellent information! Sir is it beneficial to give jogger from inside the stirrups? , I the overlap column steel from.inside area of ring?
You can bind ring as usual after joggle.
Sir mera ek site par joggle nhi diya mestari ne isse kuch problem creat hoga kya plz reply
Dia of bar and column and building heiy
Sir joggle may curve kitna dena hay kia bbs hay reply..??
Dia k according
@@AmitSahCivil any equation
Transeverse reinforcement details dijiya please
Joggle me rod lapping karne ke liye wire se binding thik rahega ki welding karna????
Dono sahi rahega marji aapki
Sir Sare joggle lekin ek hi jagh par nahi aa sakte. Matlab ki upar neeche karna chahiye. Column me agar 4 bar hai to koi thoda upar joggle hoga koi thoda neeche. Ek hi level par joggle ya lapping nahi de sakte
Yes nahi dena chahiye
Sir mere total ghar k construction m 20 column h aur bs 2 column m h 18 feet ka distance baki h column m. 10 ft, 12 feet tk h. Aur column 9×14 ke h. Aur steel bar 6 h. 16 mm ke 4 aur 12 mm ke 2.tho sir m G+2 bna skta hu. Plz guide sir🙏🙏🙏
Bilkul Kar sakte hai, but kuch baato ka dyan dena hoga, jaise same ground floor ki planning ko first floor par lena hoga means walls k upper walls, second things concrete ki quality steel ka lapping length and lapping zone par v dyan dena hoga, main thing without engineering consultancy kaam mat suru mat kariyega.
@@AmitSahCivil mtlb G+2 bna skta hu is structure m. Tekedar tho bolra isme tum g+2 aram se bna skte ho. Plz guide me sir
Sir isme agr site par steel nikalana ho to kaise work out karein length steel li
Watch my latest uploaded videos
Nahi mila sir link dedo
czcams.com/video/LmXpsnHG0XU/video.html
Joggle kitna provide krte hain?
I mean as per IS code or specifications,how we decide how much we sud provide joggle?
Thanks
Column ki Side Spacing ke hisaab se hum joggle provide karte hai.
Mere hisaab se
According To bar dia.
57d
Kitna digree band hota hai jogal as for steel mm
Watch my latest video
Sir joggle Kiya huva bar & uska neeche ka baar ke beech me jyada se jyada kitna spacing rehni chahiye?
Lapping length tk
@@AmitSahCivil matlab lapping bar uska niche ka baar done join karke ke bandhna hota hai kya ?? Dono bars ke beech me space nahi chodni chahiye kya ?
Sir ek steel bar ki length 39.6 feet hoti hai. Tho kyu hum jitne height rkni ghar ki utni steel bar nhi rkte aur sariya kat dete hai hmare tekedar ne bi aisa hi kiya. Aur fir lapping krege bolra. Tho isse tho steel ki strength tho ktm hogyi na. Plz btaye sir🙏🙏
strength kam nahi hogi agar lapping location or lapping length sahi hogi to, or ek sath 12 m ya 40ft ki height aap de sakte hai koi dikkat nahi hai, upar aap usko manage kaise karoge, steel column bahut bari ho jayega, or bend bhi ho sakta hai, usko uthane k liye crain lana padega, accident bhi ho sakta hai, isliye wo aisha nahi karte hai?
@@AmitSahCivil बहुत बहुत धन्यवाद sir आप जैसे गुरु को तो ये ठेकेदार लोग हम जैसे लोगो का bewkoof nhi बना सकते. और हम अच्छे से काम करा सकते है. Sir आप से whats app मे बात nhi हो सकती 🙏🙏🙏🙏
Joggle ko kitne digree me curv kar sakte hai?
I believe jitna dia hai bar ka utna hi permissble hai. Also 16 se kam dia ke bar ko hume joggle( jackal ) mahi marna chahiye.
Nahi*
1/3 to 1/6 bro
Sir which dia should be provide joggle.
above 12mm
Thank you sir which IS code IS mention
Nic
Sir my house is constructing in dehradun (Uttarakhand) in area of 2200 square feet.our arcitech made the map but not by structure design. So our contractor structure engineer has given 20 columns. Of size 9×14.In 1 column he is using 6 steel bars, 4 steel bar of 16 mm and 2 steel bars of 12 mm.footing is taperzoid with height 1.5 feet and he is giving 9×18 plinth beam size. in outer he is using 8 steel bars 4 steel bars of 16 mm and 4 steel bars of 12 mm. But in only 2 of column there is span of 18 feet. And he is saying that without any tension you can make G+2 in this structure. Do I have to worry aur tension free. Plz guide me sir🙏🙏🙏🙏🙏
your structure is good for G+1 floor but but now I'm seeing this comment your want to G+2 but here I'm confused what you want to construct first floor or first or second floor?
@@AmitSahCivil for g+2 is it good structure
Can lapping be given under plinth beam?
Yes
Sir joggel ki length/bend kitni provide karni hai ye kesey patta chalta hai
according to lapping steel dia
Thank You Sir....... For Information.....
Thank you for watching
Sir, Hamare column me joggal ek hi jagah kr diya hai, uper niche ( ulternate) nahi kiya hai, but abhi column ko bhara nahi hai. Kuch tarika ho sakta hai kya ?
Jisse joggal ek hi jagah hone se column pr load padne pr crack na ho jaye ?
Sir Please reply 🙏
aapka structure kitna upper jayega or bars ko upper niche mix karne k liye cutting k time par dyan dena tha ya fir abhi 50% bars ko 1 length mai cut kar do upper niche ho jayega
Sir aap 3D Max k tutorial nhi upload krte beginner k liye..
TiTime ka issue hai bhai, uske liye thoda time chahiye
@@AmitSahCivil theek h Bhai mjhe intizaar rhega tutorial ka
lapping , couplers dono me se kaunsa sahi he krna earthquake zone m
Lapping
bar we r providing inside might be it will not effect to over covering
How much provie joggle length.
If bar dia is 20mm than just tilt 20mm
Jogle ki length kitne hone chahiye
uski length uske dia k according or lapping length k according rakhne hai,
Sir joggle is important to transfer load not for only ring alignment
Yes, both are important
Both important nhi... Load transfer k liye diya jata hai.. Kya yaar aapne to iska meaning he change kr diya... Sach me aapne civil engineering kiya hua hai?
Had hai yaar....
Common si baat hai jab lap hoga to load transfer hoga ismai, na samjhne wali koun si baat hai , kya maine bola ki load transfer nahi hoga ye dene se
Joggle formula???
watch my latest video
What is the joggle angle?
According to bar dia
Sir can you please give example.
For eg in how much in H:V ratio
It's not according to ratio it's depend upon dia or bar, if your bar dia is 20 than you have bend it 20-25mm horizontal than bend your bar to vertical
Joggle kaise lete hai bend length kaise lete hai 32* reinforcement joggle length kaise lete hai
Joggle ki length lap length itni hogi
Sir Agar Lenter Casting ke baad galti se column ki half bars (20mm)ki length thik hai aprx 1000 mm but half reforcing bars ki length short aprox 550 mm reh jaye to kya kare kindly suggest the solution
lap length to maintain karna padega bhai
@@AmitSahCivil any Solution
Rebaring
@@AmitSahCivil sir kya oveelap ko welding bhi kar sakte hai
Yes kar sakte hai but waha par lap 15D dena hoga
12 mm ke bar Ku b karna hai sir
Jaruri nhi hai utna, but kar sako to acha hai
@@AmitSahCivil sir aur 16 mm me joggle nhi dene se chalega kya???
Dena chahiye, but building type or depends karegw
@@AmitSahCivil apna contractor juggling nhi dia h .. Can we rectify it??? Pilar ka Majbuti pe kya farak padta h juggling nhi dene se??
Fark padega, but depending building height, building ki height jyda hai to joggle dena chahiye
P
Sir pls meri.job lagwa do kahi site p
Wait when any vacancy is open i will tell you
Do you have any WhatsApp group ?
No dear
Sir apne knowledge ko tk kr lo...
Iska main reason hai proper axial load transfer krna from slab to footing...
Aapne toh meaning he badal diya... .. Aise galat information share na kiya kro
To maine kya bola ki load transfer nahi hoga kya??
Aapne sirf cover k bare me bola sirf...
Cover ko toh eliminate kr sakte hai... .. Oo bara issue nhi hai... Iska matlab ye nhi ki tk ho gya... Iske piche ka Main reason kya hai o btana chahiye aapko....
Chalo mai ek baar video dekhunga kafi purana video hai,
Chalo acha hai aapne dyan diya or mujhe iske baare mai bataya.
But aap bol rahe hai galt information mat do mai galt information to di nahi, kuch or information miss ho gai bas
I think beach mein jo steel h usko joggle nehi marna chahie
Beeck mai steel kaha hota hai sab steel to outer mai hi hoti hai, or sabhi joggle mar sakte hai but sab ko ek hi location par nahi mar sakte
Beeck mai steel kaha hota hai sab steel to outer mai hi hoti hai, or sabhi joggle mar sakte hai but sab ko ek hi location par nahi mar sakte
Agr koi column out ho gya 1” tu hm kitney inch tk joggle le skte h maximum
Joggle v 1" ka hi denge, maximum depend karega ki column k kitne bar out huye hai, 20-30 mm tak ka to de sakte wo v 1-2 bar sabhi k liyecolumn problem mai aa jayega, or maximum is par v depend karega ki column par load kya or kitna aa rha hai
Aap joggle sirf dia of steel k equal hi de skte h mean 20 dia steel toh 20 mm joggle as i knw