What To do if Lap in Column Comes in Zone A | Real Time Solution by Civil Engineer Mukesh Sah

[@LearningCivilTechnology]

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.

[@LearningCivilTechnology]

@@Civil_Guruji thanks a ton sir ji

[@AshwaniSharma-ve4oo]

Cutting length kaise nikalenge jisme L lga hota h or alternate bar cutting length kaise nikalege

[@RakeshKumar-tr2xn]

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

[@manabendrapaul3140]

Sir ,Agar 3 MTR floor to floor gap hai tab beam ka size 600 mm bhi ho sakta hai kya

[@manabendrapaul3140]

Pls reply

[@dhavalthanki8158]

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]

Yes Dhaval ji. That is what.... I also Said.... Thanks for watching video

[@dhavalthanki8158]

@@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.

[@9549549543]

As per IS13920-2016 is isn't permit in A zone.

[@harishbhatt9201]

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 ।

[@rajusimmanuel3285]

Greettings to Er.Sha! you are teaching Engineering subjects with dedication keep it up.

[@satyabratadey4633]

Thank you Mr. Mukesh. You have answered a most important thing and explained it so well. Thank you once again

[@thiruvuvignesh4203]

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)).

[@ravikapse6291]

The video was informative and easily understood.

[@NBOSE-fu9eu]

Mukesh ji your way of explaining is awesome 👌👍

[@LearningCivilTechnology]

Thank you for your appreciation 😊

[@madanbishwas2814]

Mai ek side encharge hoo aap ka vidios dekh kar bahut kuchh sikh chuka hoo thenkyou sir

[@muksedali6529]

Thanks

[@nawaltripathi8493]

Sir aapane bahut achcha explain Kiya aur samjhaya main aapke sabhi video dekhta hi rahata hun sir

[@rajendrakalura.8770]

सर जी नमस्ते, शानदार जानकारी है ये

[@gkengr]

Thanks it has resolved and provided clarity on my query

[@saroopsinghjohar734]

Wonderful babu ... Good information 👍 I wait your next video 🙏

[@amitjoshi1872]

Sir thank you for uploading such informative video keep it up and give us more video like this.

[@manojmotivation1257]

Thanks for sharing and teaching for very deeply and good and easy method ..

[@ravindrasinghsingh4508]

Sir aap se achchha koi teacher samjha nabi sakta.

[@shaiqurrahman9399]

Bahut aacha lga Sir apka video....thank u for sharing knowledge

[@sonuarya157]

thank you sir...mera bhi ye sawal tha..aaj clear hua.

[@vishalgodbole4990]

Sir bahut acchi jankari di aapne

[@pavanmutsakarla1722]

Very very clear explanation sir.

[@HIGHWAYQAQC]

Very clear and sophisticated video sir.....Well done...

[@aamirrashid1]

Awesome video sir Thanks alot 👍 Aise videos ki jitni tareef ki jaye kam he hai

[@Deepakkumar-ep5df]

Sir app basic see batate hei bahut Acha sir....

[@manzoorshahg]

Mukesh ji very informative. I am not civil engineer but I am interested in construction field. Thank you very much.

[@nizamali7027]

You are very great teacher

[@modmubassir2777]

Ekdm jabardast 👌👌👌

[@bhaskarsrinivas8172]

Informative with quality...........Sir please do more videos on reading of drawings of various plans.🙏

[@yagyadewangan6027]

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.

[@muksedali6529]

Very good explain sir👍

[@kabitnangkar8329]

I love this channel.

[@amoljadhav255]

Concept clear hua sir

[@bk.gyanesh2553]

Thank you sir very very information 🙏🙏🙏🙏🙏🙏🙏

[@er.afrozkhan1196]

Very Very thnx for making these types of video.....

[@LearningCivilTechnology]

Must share with ur friends and Juniors.

[@preetisingh-vr6os]

Thank you for this informative video.

[@civilvibes8036]

Good explanation engineer

[@RajeshKumar-my2ri]

Very good lesson

[@chetannworldwide7894]

Very nice 👌👌👌👍 Clear all douts

[@nitinkumaar]

Awesome videos ❤❤❤❤❤

[@Civilengineeranjanikumar]

Nic sir ji

[@LearningCivilTechnology]

Thanks sir ji

[@nizamali7027]

Very good explanations

[@kunaljaggerwal]

Thanks mukesh ji tussi great ho paji

[@basavarajakannadiga6201]

Very nice explanation, thank you so much

[@amareshsahani2447]

Best teacher sir

[@skahamadhussaen9406]

Sir this AHAMAD HUSSAIN. SHAIK I watch every video sir Vvvvgood knowledge sir ..7 years experience in the field of Building Engineer

[@skahamadhussaen9406]

My no 8977480215 please call me sir

[@schnkhndwal]

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?

[@phyohtetkoko929]

Thanks For Teaching Sir

[@nizamali7027]

Your video are very good sir

[@MDMAKhanVlogs]

Thanks you sir 👍👍👍 Your video is very useful way for success

[@LearningCivilTechnology]

Most welcome

[@abhishekmishra1759]

Thank you very much sir 🙏

[@madanbishwas2814]

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

[@binoybarman5953]

Super tha class sir ji 👍👍👍

[@subhajitbhowmik5022]

Thnk you sir....mera vi yehi doubt tha....

[@SanjaySingh-gh8sr]

Shandar sir

[@amitkumarsah9435]

Great explanation sir! Loved it!

[@LearningCivilTechnology]

Glad to hear it!

[@humtum9941]

Thanks for making video.

[@abdulaziz-un6br]

Thanks i learned many things from my...

[@mrrey9632]

Superb sir keep it up

[@LearningCivilTechnology]

Keep watching

[@asisverma3839]

Maja aa gaya sir samjhne me

[@DASSAYANME]

Please explain that if max 50% vertical bars are allowed to lap in zone B, can we use 100% lap in entire column?

[@mehedihasanfoysal5586]

Best Engineer

[@akshaybhosale70]

Sir.mene padha tha 36 ke upar ke dia me welding karte he so which is best welding or coupler use karrna

[@LearningCivilTechnology]

Coupler...

[@deepshikhakumari8211]

Good information.. thank you

[@M_J_L880]

Thank you so much for the information

[@ASLAMKHAN-qi1xc]

Mind blowing

[@ShivKumar-vx3ob]

Bahut achi vedio hai

[@LearningCivilTechnology]

Thanks

[@vikashkumarsharma7183]

Veri good sir

[@rajexplorer]

well explained

[@ahmadwakil7713]

Very Very nice sir

[@a_civil]

Sir can we provide welding in place of coupler

[@nakumallaraju1387]

Good analysis sir

[@anuragpandey5333]

Thankyou sir you giving good knowledge

[@surabhijha1780]

Do coupler needs to be placed in lapping zone or they can also be used few inches above slab?

[@sumedhjambhulkar7923]

Great♥️

[@enumularaju1986]

mukesh ji namaskar plinth beam bottom overlap allowable are not please tell me

[@danceismapulse]

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

[@junedrangrez1605]

Sar welding karna kaisa hai please answer

[@amarkumar-le7jq]

Coupler ke jagah welding kr de to....kaisa rhega ..kya ye best rhega

[@arshadgholam2799]

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.

[@LearningCivilTechnology]

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.

[@arshadgholam2799]

@@LearningCivilTechnology Noted & Thanks.

[@vijayuraon9291]

Hello sir, Good evening how can we take development length for any structural member in building construction such as beam ,sab ,column etc.

[@akshayrane696]

Hii sir.. i was many things learned your video, firstly thank you. Then I tell you sir , in many places and KZbin 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

[@mohasinsaifi2449]

Shandaar sir g thanks allot

[@mdtalib232]

Nice video sir

[@VivekSharma-ex1hh]

Excellent

[@tonperme2840]

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 ?

[@vishalsoni2324]

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

[@zunaidkhan8526]

सर कॉलम प्लिंथ बीम तक आ गया उसके बाद overlap की जरूरत पड़ रही है column bar 20 mm use करी है मेरे पास 20 mm bar ke 6-6 fit टुकड़े पड़े है कॉलम में इन टुकड़ों को use कर सकता हूं क्या

[@rameshhansdah7352]

Mukesh sir, jone A our slab/beam ke aspaas leping karnese kya problem hoga?

[@bijitsangma6493]

Sir, can I provide coupler just above the surface of the slab.???

[@niti1076]

Sir, if we provide lapping in Zone A then what precautions should be taken to make it safe since we generally provide lapping in that zone !!

[@adamkhan7044]

Same question if you got answer please share with me.🙏

[@ranayogesh4234]

Sir Beam main steel we use coupler in horizontal bar

[@yashodachauhan1428]

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

[@kumarmediboyina2332]

Good morning sir, the following is our doubts and requirements for our site building Sir Sir our building height is 8.5 mtr ( between floor to bottom of beam .in between PB at.45 mtr LB-1 at 3.2 mtr LB -2 at 6.2 mtr How will We calculate the H/4 ( A&,B ) zones concerned please sir

[@manojjoshi6875]

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.

[@avinashshrivastav6925]

Sir hamary yha p v aaisa hi case hogaya hai. Clint ny plint height badhany ko bola isky waja se lapping pura zone A m aah rha hai.wha v coupler use kar k kaam chala sakty hai. Joggle v zone A m hi pad raha hai

[@jasvirkumar5817]

extremely nice

[@faizanbaig1724]

Thank u so much sir 💐

[@LearningCivilTechnology]

U welcome

[@steveking8839]

Sir I love your videos kindly speak in English

[@Dahlia543]

In residential G+2 buildings where 12mm and 16mm is used how important is lapping zone coming in A zone. Basically the bend joint of 4 column rods is coming in GF roof beam and another 4rods are coming in the bottom zone A of the First floor. What can be done. Please clarify.

[@raahi3576]

Sir zone a tk hi column ki length provide kri gyi hai slab k upar contractor ne , 1.5 ft di hai bs , is case me kese de lapping