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.

[@satyabratadey4633]

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

[@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 ।

[@nawaltripathi8493]

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

[@rajusimmanuel3285]

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

[@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)).

[@gkengr]

Thanks it has resolved and provided clarity on my query

[@rajendrakalura.8770]

सर जी नमस्ते, शानदार जानकारी है ये

[@madanbishwas2814]

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

[@manojmotivation1257]

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

[@vishalgodbole4990]

Sir bahut acchi jankari di aapne

[@pavanmutsakarla1722]

Very very clear explanation sir.

[@HIGHWAYENGINEERING]

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

[@nizamali7027]

You are very great teacher

[@RajeshKumar-my2ri]

Very good lesson

[@nizamali7027]

Very good explanations

[@bhaskarsrinivas8172]

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

[@amitjoshi1872]

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

[@amareshsahani2447]

Best teacher sir

[@amoljadhav255]

Concept clear hua sir

[@aamirrashid1]

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

[@kabitnangkar8329]

I love this channel.

[@shaiqurrahman9399]

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

[@manzoorshahg]

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

[@abhishekmishra1759]

Thank you very much 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?

[@MARUTII]

confusion dur ho gya sir 👌🏻 thank you sir

[@nizamali7027]

Your video are very good sir

[@ravindrasinghsingh4508]

Sir aap se achchha koi teacher samjha nabi sakta.

[@Deepakkumar-ep5df]

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

[@preetisingh-vr6os]

Thank you for this informative video.

[@basavarajakannadiga6201]

Very nice explanation, thank you so much

[@abdulaziz-un6br]

Thanks i learned many things from my...

[@SanjaySingh-gh8sr]

Shandar sir

[@sonuarya157]

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

[@DASSAYANME]

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

[@asisverma3839]

Maja aa gaya sir samjhne me

[@phyohtetkoko929]

Thanks For Teaching Sir

[@umeshkrishnan9625]

Very good.

[@bk.gyanesh2553]

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

[@kunaljaggerwal]

Thanks mukesh ji tussi great ho paji

[@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

[@saroopsinghjohar734]

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

[@er.afrozkhan1196]

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

[@LearningCivilTechnology]

Must share with ur friends and Juniors.

[@M_J_L880]

Thank you so much for the information

[@ASLAMKHAN-qi1xc]

Mind blowing

[@MDMAKhanVlogs]

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

[@LearningCivilTechnology]

Most welcome

[@erpintukumar6161]

Thanks sir

[@rajexplorer]

well explained

[@subhajitbhowmik5022]

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

[@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.

[@ahmadwakil7713]

Very Very nice sir

[@DilshadKhan-601]

Thank you sir

[@mehedihasanfoysal5586]

Best Engineer

[@vikashkumarsharma7183]

Veri good sir

[@rohanthakur4306]

Abhi main kya karu sir kuch suggestions do

[@VivekSharma-ex1hh]

Excellent

[@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.

[@nitinkumaar]

Awesome videos ❤❤❤❤❤

[@muksedali6529]

Very good explain sir👍

[@humtum9941]

Thanks for making video.

[@modmubassir2777]

Ekdm jabardast 👌👌👌

[@rameshchandrapatra9730]

Thanks u 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

[@civilvibes8036]

Good explanation engineer

[@junedrangrez1605]

Sar welding karna kaisa hai please answer

[@muksedali6529]

Thanks

[@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...

[@rakeshrajkumarmeitei8593]

Great information, thanks

[@binoybarman5953]

Super tha class sir ji 👍👍👍

[@vijayuraon9291]

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

[@anuragpandey5333]

Thankyou sir you giving good knowledge

[@chetannworldwide7894]

Very nice 👌👌👌👍 Clear all douts

[@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

[@farazqureshi5861]

Sir ji ERP course, primevera course, ke bare me kuch information dijiye please.

[@neetuyadav-uo6wm]

Plz sir

[@manishgupta6378]

Thank you Sir 🙏

[@RaviSharma-go2bp]

Very nice 👌

[@jasvirkumar5817]

extremely nice

[@mrrey9632]

Superb sir keep it up

[@LearningCivilTechnology]

Keep watching

[@mdtalib232]

Nice video sir

[@arshidbohatachiverynicehus191]

Will done

[@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

[@sumedhjambhulkar7923]

Great♥️

[@amitkumarsah9435]

Great explanation sir! Loved it!

[@LearningCivilTechnology]

Glad to hear it!

[@a_civil]

Sir can we provide welding in place of coupler

[@nakumallaraju1387]

Good analysis sir

[@amitpatkar3949]

Sir ! Please bridge ke upar bhi video banayiye

[@rameshhansdah7352]

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

[@ranayogesh4234]

Sir Beam main steel we use coupler in horizontal bar

[@MansoorKhan-no7jq]

welding is best option then couplers

[@mohasinsaifi2449]

Shandaar sir g thanks allot

[@gauravbhai7798]

Coupler ki length kya hoti hai or iske test kya hote hai??

[@civilengineeraltaf5759]

Nice one

[@vyankateshchougule1180]

Sir please make video on basement rough shahbad waterproof treatment

[@ZafarKamal-up5id]

Nice video

[@amarkumar-le7jq]

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

[@bijitsangma6493]

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

[@santoshchauhan4691]

Good sir

[@tankdarshan6046]

Thanks again