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.
@@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.
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 ।
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)).
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.
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.
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.
Hii sir.. i was many things learned your video, firstly thank you. Then I tell you sir , in many places and RUclips 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
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
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 ?
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 ।
Thanks
Greettings to Er.Sha! you are teaching Engineering subjects with dedication keep it up.
Thank you Mr. Mukesh. You have answered a most important thing and explained it so well. Thank you once again
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)).
Very clear and sophisticated video sir.....Well done...
The video was informative and easily understood.
Mai ek side encharge hoo aap ka vidios dekh kar bahut kuchh sikh chuka hoo thenkyou sir
Very very clear explanation sir.
सर जी नमस्ते, शानदार जानकारी है ये
Thanks it has resolved and provided clarity on my query
Mukesh ji your way of explaining is awesome 👌👍
Thank you for your appreciation 😊
Thanks for sharing and teaching for very deeply and good and easy method ..
Sir thank you for uploading such informative video keep it up and give us more video like this.
Sir aapane bahut achcha explain Kiya aur samjhaya main aapke sabhi video dekhta hi rahata hun sir
You are very great teacher
Sir bahut acchi jankari di aapne
Bahut aacha lga Sir apka video....thank u for sharing knowledge
Sir aap se achchha koi teacher samjha nabi sakta.
Wonderful babu ... Good information 👍 I wait your next video 🙏
Awesome video sir
Thanks alot 👍
Aise videos ki jitni tareef ki jaye kam he hai
Sir app basic see batate hei bahut Acha sir....
Thank you for this informative video.
Very Very thnx for making these types of video.....
Must share with ur friends and Juniors.
Informative with quality...........Sir please do more videos on reading of drawings of various plans.🙏
Very good lesson
I love this channel.
Very good explain sir👍
Very nice explanation, thank you so much
Best teacher sir
Good explanation engineer
Ekdm jabardast 👌👌👌
thank you sir...mera bhi ye sawal tha..aaj clear hua.
Very good explanations
Thanks For Teaching Sir
Mukesh ji very informative. I am not civil engineer but I am interested in construction field. Thank you very much.
Your video are very good sir
Thank you sir very very information 🙏🙏🙏🙏🙏🙏🙏
Concept clear hua sir
Thanks mukesh ji tussi great ho paji
Very nice 👌👌👌👍
Clear all douts
Thanks for making video.
Nic sir ji
Thanks sir ji
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.
Awesome videos ❤❤❤❤❤
Thanks you sir 👍👍👍
Your video is very useful way for success
Most welcome
Shandar sir
Great explanation sir! Loved it!
Glad to hear it!
Super tha class sir ji 👍👍👍
Thank you very much sir 🙏
Good analysis 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
Thnk you sir....mera vi yehi doubt tha....
Good information.. thank you
Thank you so much for the information
Mind blowing
Superb sir keep it up
Keep watching
Best Engineer
well explained
Very Very nice sir
Thanks i learned many things from my...
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?
Excellent
Great♥️
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
Thankyou sir you giving good knowledge
Nice video sir
Veri good sir
Thanks sir
Shandaar sir g thanks allot
Very good.
Bahut achi vedio hai
Thanks
extremely nice
Nice one
Thanks u sir.
Thank u so much sir 💐
U welcome
Very nice video sir
Thanks again
Maja aa gaya sir samjhne me
Very nice sir
Do coupler needs to be placed in lapping zone or they can also be used few inches above slab?
Sir can we provide welding in place of coupler
Thanks sir 🙏🙏🙏🙏
Nice video
Please explain that if max 50% vertical bars are allowed to lap in zone B, can we use 100% lap in entire column?
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.
Sar welding karna kaisa hai please answer
mukesh ji namaskar
plinth beam bottom overlap allowable are not please tell me
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.
Sir.mene padha tha 36 ke upar ke dia me welding karte he so which is best welding or coupler use karrna
Coupler...
Hii sir.. i was many things learned your video, firstly thank you. Then I tell you sir , in many places and RUclips 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
Sir ! Please bridge ke upar bhi video banayiye
Mukesh sir, jone A our slab/beam ke aspaas leping karnese kya problem hoga?
Coupler ke jagah welding kr de to....kaisa rhega ..kya ye best rhega
Sir.nice one
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
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 ?
Great info please make video for 16 mm