What To do if Lap in Column Comes in Zone A | Real Time Solution by Civil Engineer Mukesh Sah
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- čas přidán 23. 08. 2024
- What To do if Lap in Column Comes in Zone A | Real-Time Solution by Civil Engineer Mukesh Sah
Lap in Column
• Reinforcement lapping ...
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Video ko daba ke share karo dosto. Isse mera manobal aur hausla badhta hain. Jo mujhe motivate karta hain aur achi achi video banane mein.
@@Civil_Guruji thanks a ton sir ji
Cutting length kaise nikalenge jisme L lga hota h or alternate bar cutting length kaise nikalege
Sir aap ka answer mujhe confusion kiya hua hai. Sir maine av tak jitna v kaam kiya hai jayda karke A zone main lapping kiya hua mila
Sir ,Agar 3 MTR floor to floor gap hai tab beam ka size 600 mm bhi ho sakta hai kya
Pls reply
Thanks a lot Mukesh Ji for preparing the video on lapping zone. I think it is also usefull for everyone who have doubt about lapping zone. I had discussed the same matter with structural designer As he told that Lapping should be start from center of column and laping length must be maintained. there is no matter if it enter to the Zone A.
Yes Dhaval ji. That is what.... I also Said.... Thanks for watching video
@@LearningCivilTechnology Mukesh Ji .. High rise building me external column ka verticality kaise check kre aur usme kitna tolerance limit tak variation allowed kr skte hai...vo topic pe ek video bnaye..I have some doubt so that it clear... Column marking to total station kr skte hai lekin verticality me issue rehta hai above 3rd floor when we compared it with ground floor columns.
As per IS13920-2016 is isn't permit in A zone.
आप के सभी वीडियो building सम्बन्धी रहते है ।यदि आप इसमें bridge part भी डाल दे तो इसका फायदा कई अन्य देखने वालो को होगा ।आपके वीडियो बहुत प्रेरक होते है।समझाने का ढंग बहुत-बहुत अच्छा है ।प्रेरक वीडियो के लिये बधाई ।आशा है आपक प्रयास जारी रहेगा ।बहुत-बहुत शुक्रिया एवं शुभकामनाएं ।
Greettings to Er.Sha! you are teaching Engineering subjects with dedication keep it up.
Sir aapane bahut achcha explain Kiya aur samjhaya main aapke sabhi video dekhta hi rahata hun sir
Super sir keep it up, don’t worry about video time ur explanation is very good also put video for
as per
SP:34, Handbook of concrete reinfmt:
1) Lap splice staggered c/c 1.3 times lap length ( page:34 (4.4.2,b)) for without mechanical coupler.
2) lap splice c/c 600mm for coupler (page: 39(4.4.3)).
Thank you Mr. Mukesh. You have answered a most important thing and explained it so well. Thank you once again
Thanks it has resolved and provided clarity on my query
Sir thank you for uploading such informative video keep it up and give us more video like this.
Thanks for sharing and teaching for very deeply and good and easy method ..
Very clear and sophisticated video sir.....Well done...
Mai ek side encharge hoo aap ka vidios dekh kar bahut kuchh sikh chuka hoo thenkyou sir
सर जी नमस्ते, शानदार जानकारी है ये
You are very great teacher
Very good explanations
Very very clear explanation sir.
Sir bahut acchi jankari di aapne
Very good lesson
Awesome video sir
Thanks alot 👍
Aise videos ki jitni tareef ki jaye kam he hai
Thanks For Teaching Sir
Best teacher sir
Very good explain sir👍
Thank you sir very very information 🙏🙏🙏🙏🙏🙏🙏
Mukesh ji very informative. I am not civil engineer but I am interested in construction field. Thank you very much.
Informative with quality...........Sir please do more videos on reading of drawings of various plans.🙏
I love this channel.
Thanks mukesh ji tussi great ho paji
Wonderful babu ... Good information 👍 I wait your next video 🙏
Sir aap se achchha koi teacher samjha nabi sakta.
Very nice 👌
Shandar sir
Concept clear hua sir
Bahut aacha lga Sir apka video....thank u for sharing knowledge
Very good.
Sir, what if lap junction comes in zone A and we don't have coupler option?
Is any code describes any substitution/tolerence/option to provide lap?
Your video are very good sir
Thank you very much sir 🙏
confusion dur ho gya sir 👌🏻
thank you sir
Ekdm jabardast 👌👌👌
Sir app basic see batate hei bahut Acha sir....
Thank you for this informative video.
Mind blowing
Very Very thnx for making these types of video.....
Must share with ur friends and Juniors.
Best Engineer
well explained
Awesome videos ❤❤❤❤❤
Very nice explanation, thank you so much
Very Very nice sir
Sir mujhe aapka har vidio best lagta he .aapko iske liye bahut bahut dhanyavad .mujhe kahi bhi dikkat hota he me aapka vidio dekh kar samadhan karne ka prayas karta hu.
Thanks you sir 👍👍👍
Your video is very useful way for success
Most welcome
Excellent
Thanks sir
Sir mai praictical suparviger hoo es liye aap logo ka vidios dekh kar hi kuchh kuchh sikh leta hoo aur paraey kam kiya hoo sir
thank you sir...mera bhi ye sawal tha..aaj clear hua.
Good explanation engineer
Sir this AHAMAD HUSSAIN. SHAIK I watch every video sir Vvvvgood knowledge sir ..7 years experience in the field of Building Engineer
My no 8977480215 please call me sir
Thnk you sir....mera vi yehi doubt tha....
Please explain that if max 50% vertical bars are allowed to lap in zone B, can we use 100% lap in entire column?
Nic sir ji
Thanks sir ji
Thanks for making video.
Superb sir keep it up
Keep watching
Sir kya coppler method coloumn reinforcement koi bhi dia ka jaise 12 mm ya 16mm sadiya me bhi kar sakte he ? Aur iski samaañ koi bhi hardware dukan me milega ? Iski kharch kitana aayega ?
Maja aa gaya sir samjhne me
Thank you so much for the information
Nice video sir
Thanks u sir.
Great♥️
Veri good sir
Thanks
Thanks i learned many things from my...
As a small construction we cant use threaded coupler .. alternatively can we use bolted coupler. Where is that available as per BS standards I have seen them online but this bolted coupler available in india please give more info
Great information, thanks
Super tha class sir ji 👍👍👍
Hello sir,
Good evening how can we take development length for any structural member in building construction such as beam ,sab ,column etc.
Very nice 👌👌👌👍
Clear all douts
Dear Mukesh ji, correct me if I am wrong.
1) I was of the belief that slab to slab height is distance (L) minus slab thickness and not beam depth. So in this case it would be 3000 - (slab thk) and not 3000 - beam depth, i.e. 600.
2) Secondly, I think also in the above case, you have deducted 600 mm three times instead of two times. First deduction of 600 mm was when you took 3000 - 600 to get 2400 mm.
No Sir. to get lap zone the length (L) required is from top of slab to below beam. You can check IS Code 13920 : 2016
2) first 600 deduction is for beam.... 2nd and third deduction is for Both Zone A. I request you to watch the video once again.
@@LearningCivilTechnology Noted & Thanks.
Nice video
Can we use MBT coupler instead of threaded coupler ....rebar size 16 and 20 mm. My first lapping is coming in 1.5 to 2.3 feet below beam.
extremely nice
Great explanation sir! Loved it!
Glad to hear it!
Good analysis sir
Sir.mene padha tha 36 ke upar ke dia me welding karte he so which is best welding or coupler use karrna
Coupler...
Sir , how much gaps maintained between the coupler joint if staggering the bars . Is it 24 inches ?
Would you please advise me?
Sir, can I provide coupler just above the surface of the slab.???
Sar welding karna kaisa hai please answer
Good information.. thank you
Nice one
Clear Height between plinth beam top and roof beam bottom-11 feets
Zone-A-11/4=33 inches
Zone-B-11*12-66=132 -66=66 inches
There are 6 bars 16mm@4,12mm@2
At zone B top- 2 no of lappings
At zone B middle(30 inch below top lapping points)-3 no of lapping
At Zone B bottom (30 inch below middle lap point)-1 lapping
Whether the above arrangement is allowble?
Whether lintel tie beam can be provided any zone?
What if lintel tie beam falls on zone-A top area?
Good sir
Mukesh sir, jone A our slab/beam ke aspaas leping karnese kya problem hoga?
Shandaar sir g thanks allot
Will done
Sir ji ERP course, primevera course, ke bare me kuch information dijiye please.
Plz sir
Thankyou sir you giving good knowledge
Coupler ke jagah welding kr de to....kaisa rhega ..kya ye best rhega
Sir ek confusion hai lapping length mein upar se jo sariya aa rahi hai column par aur jahn wo chair karti hai column par wo area lapping length hai ya phir jahan tak wo jati hai wahan tak hai
Sir
Beam main steel we use coupler in horizontal bar
Sir kya aap ek video bana skte ho jo ki foundation se 4th floor tk kam se kam ho or uska column ka cutting kaise kre ....or please aap kam se kam 4 column ka example de kr btana ... bahoot mehar bani hogi.
Thanq.
Super
Thank you Sir