What To do if Lap in Column Comes in Zone A | Real Time Solution by Civil Engineer Mukesh Sah
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- Опубліковано 29 гру 2019
- 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
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 ।
Thank you Mr. Mukesh. You have answered a most important thing and explained it so well. Thank you once again
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.
Greettings to Er.Sha! you are teaching Engineering subjects with dedication keep it up.
Very clear and sophisticated video sir.....Well done...
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)).
Informative with quality...........Sir please do more videos on reading of drawings of various plans.🙏
Thanks i learned many things from my...
Thanks for sharing and teaching for very deeply and good and easy method ..
Awesome video sir
Thanks alot 👍
Aise videos ki jitni tareef ki jaye kam he hai
Bahut aacha lga Sir apka video....thank u for sharing knowledge
Thank you so much for the information
Hello sir,
Good evening how can we take development length for any structural member in building construction such as beam ,sab ,column etc.
Sir thank you for uploading such informative video keep it up and give us more video like this.
Very nice explanation, thank you so much
Mukesh ji very informative. I am not civil engineer but I am interested in construction field. Thank you very much.
सर जी नमस्ते, शानदार जानकारी है ये
Thankyou sir you giving good knowledge
Good information.. thank you
Thank you for this informative video.
Thanks for making video.
Wonderful babu ... Good information 👍 I wait your next video 🙏
Great explanation sir! Loved it!
Glad to hear it!
Great information, thanks
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?
Very very clear explanation sir.
Hii sir.. i was many things learned your video, firstly thank you. Then I tell you sir , in many places and UA-cam channels I searched LABOUR RATE ANALYSIS but no satisfied learning that video and never got in my mind, please my request you for doing Labour rate analysis
Mai ek side encharge hoo aap ka vidios dekh kar bahut kuchh sikh chuka hoo thenkyou sir
Thnk you sir....mera vi yehi doubt tha....
Sir bahut acchi jankari di aapne
Mukesh sir, jone A our slab/beam ke aspaas leping karnese kya problem hoga?
Thanks you sir 👍👍👍
Your video is very useful way for success
Most welcome
thank you sir...mera bhi ye sawal tha..aaj clear hua.
Nic sir ji
Thanks sir ji
Very Very thnx for making these types of video.....
Must share with ur friends and Juniors.
Super tha class sir ji 👍👍👍
Good analysis sir
Very nice 👌👌👌👍
Clear all douts
Sir app basic see batate hei bahut Acha sir....
Good explanation engineer
confusion dur ho gya sir 👌🏻
thank you sir
You are very great teacher
Ekdm jabardast 👌👌👌
Thank you Sir 🙏
Thanks mukesh ji tussi great ho paji
Sir jee , the minor portion of columns is coming in plinth beam? can we use this?
Thanks For Teaching Sir
Happy new year sir please add video regarding how to find out Rcc separate in slab and beams deduction
ok
I'm going to subscribe your channel..impressive
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.
Sir.mene padha tha 36 ke upar ke dia me welding karte he so which is best welding or coupler use karrna
Coupler...
Thank you sir very very information 🙏🙏🙏🙏🙏🙏🙏
Pls make a video on coupler strength...
material of coupler is high grade steel
Very good explanations
Thanks sir 🙏🙏🙏🙏
Can all the streel bar joints of coupler can be same ...?
Thank u so much sir
Dear sir,
If our floor column reinforcements be changed 20 mm to 16 mm in 12 th floor to 13 th floor then how to placing dia wise rod
Sir, could you please differentiate MBT and allen key couplers? Which type is best?
Thanks
Very good lesson
Please explain that if max 50% vertical bars are allowed to lap in zone B, can we use 100% lap in entire column?
Thanks again
I love this channel.
Sir lap length to grade of concrete pe depend kerta hai na if we use 45 grade of concrete or above the we use 36d na
Very good explain sir👍
Any suggestions/references from code, if lap length exceeded B zone.
extremely nice
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
Please make a video , how to find out bearing capacity of the soil in field?
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
Dear sir ,what should be the clear distance between the lapped bars as bar lapped should be staggered and what should be done if clear distance is not available practically at site.
If it is not specified but contractor used coupler ...then in which manner BBS consider?
Thank u so much sir 💐
U welcome
Sir ji ERP course, primevera course, ke bare me kuch information dijiye please.
Plz sir
Shandaar sir g thanks allot
Sir what is the name of the slight band like offset in lapping?
Your video are very good sir
Awesome videos ❤❤❤❤❤
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 ?
can i use rebar coupler buy hand dryer
Thank you Sir
Sir ! Please bridge ke upar bhi video banayiye
sir pls make videos on estimation of residential building
Very good.
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.
Can you explain about cutout extra reinforcement min and max dia used
Mind blowing
Sir mujhe puchna hai ki jo hum bar staggere karte hain IS code k through wo 1:6 slope mai karte hai drawing mai to jo slope hai wo kaise lenge aur drawing mai kaise draw karenge scale mai kitna dimension lena hai please
well explained
Good knowledge...me
sir maine base khodwaya hai jiske depth 4 feet 6 inch hai I mean 4'.6"
column zameen pe aageya hai ab plinth beam parega muchay ye janna hai ke column ka jo bar hai jab mai lap dungga to lap jackal wala dena chahata hun aap muchay bataye ke base ke depth me jo bar hai uske lenth ke motabik lap zon dana hai ya plinth beam par jo sariya hai us ke hisab se dena hai.plz expln me.
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
Sir.nice one
Concept clear hua sir
Thanks u sir.
For finding A zone and B zone in coloumn only two floor beams are considered,is not lintel tie beam required to be considered?
Thanku sir!!
Great♥️
Veri good sir