12 Big Mistakes in Beam Before Concreting Work at Site | Beam Checklist | Learning Civil Technology

Reinforcement lapping Zone as per IS Code 13920 in Column
• Reinforcement lapping ...
What is Development Length in Beam Column Footing and Pile Cap
• What is Ld | What is ...
Development Length Value for Different Grade of Concrete for Practical Use at Construction Site
• Development Length Val...
How to Derive Development Length of Bar Formula as Per IS 456 2000
• How to Derive Developm...
How to Calculate Development Length of Bar as Per IS 456 2000
• How to Calculate Devel...
What is Ld | What is Development Length in Beam-Column Footing and Pile Cap | BBS
• What is Ld | What is ...
What is Lap Length | Overlapping | Lap Splices in Beam | Column | Footing and Pile Cap
• What is Lap Length | O...
Difference Between Development Length and Lap Length
• Difference Between Dev...
Cutting Length of Lap Length and Development Length
• Cutting Length of Lap ...
What To do if Lap in Column Comes in Zone A
• What To do if Lap in ...
Which Bar should be Staggered during lapping in Column? | Upper or Lower
• Which Bar should be JO...
How to Calculate Rolling Margin of Reinforcement Steel at Site for Billing
• How to Calculate Rolli...
Circular Cover Block in Column | Round Cover Block क्या हैं? | Importance of Round Cover Block
• Circular Cover Block i...
Download Latest IS 13920 : 2016 pdf
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12 Big Mistakes in RCC Beam Construction | 10 ग़लती बीम बांधते समय होता है | Learning Civil Technology
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[@shailenderayadav788]

Good.teacher.and.teaching.good

[@pavanmutsakarla1722]

The way of yor explanation is love it sir.❤

[@SatyamSingh-vg8je]

Thanks sir for this knowledge sharing session 🙏

[@premnathdaram2929]

Your all lectures are so helpful to each and every civil engineer....🙏
Hook length should be 10D as per IS code

[@user-hw2vk2us2r]

8D also can take

[@aaliyahkhan8565]

Very detailed teaching

[@kiranm25x]

You are doing Gods work by educating new house builders 🙏 Thank you Sir

[@bbjconcreteindia]

Very very informative video

[@sauravbasu1344]

Very informative video.

[@RoamNRides]

Very Imp Topic

[@vaschouhan15]

Very very nice and useful information sir ji 🙏😊👌👌

[@parmarpravin7666]

Good...Mukesh sir

[@tharindukanchana4516]

Thank you 🙏

[@XYZ.96]

6d
V v nice Way of teaching
And the knowledge also👍

[@sazzadhussain46]

Good Sir, Bangladesh

[@pammipandey1605]

Gjb boss mja aa gya

[@katyanrajroy4123]

Nice one and useful

[@engramjadalikhan7739]

Very good 🌹 From Pakistan

[@RONIKFF777]

So super

[@gauranggshah7135]

Lovk ringgit details excellent point.
Also on some extra stirrups are provided. Your comment please.

[@shrikantmaurya6896]

Sir ji, bhut achi video banayi hai apne, samjhane ka tarika apka bhut hi acha lagta hai sir Mujhe, me apki mostly video dekhta hu or share or comment bhi or like bhi krta hu sir ji, or sir ji ab to me pure confidence se interview deta hu, sir ji me abhi CBRI roorkee me job kr rha hu, thank you🙏🙏🙏🙏 sir ji

[@omkarshinde7672]

Best information

[@gauranggshah7135]

Your lectures are like refresher course.
Some place double binding wires are used.Your comment please .

[@AD13D]

Super...

[@pappalarameshwarrao]

nice teaching

[@upenpaikofficial]

I love you ❤❤❤❤❤
From Kolkata

[@majibuddinahmed6584]

Wow ❤❤

[@muhammadmurtazanasir9393]

Best video

[@dipalimore3420]

Sir, slab checking baare mein bhi video batao plz

[@rizwankhan-cv5mv]

Love from Pakistan ❤

[@apuromeogamer8005]

Sir last wala samjha nehi mai ek mistri hoon, aur mai apki video kafi dino se dekh raha hoon, please sir last wala acche se samjha sakte ho

[@civilengineer0007]

Very good mistri sahab

[@ejazsaleem9621]

Plz explain about RCC slab reinforcement

[@user-cj6mi1ye6b]

good

[@YogeshLohar93]

Sir,ek aur point hai column junction se pehla beam ka stirrups maximum 50mm ke andar aana chahiye..

[@ksumit31]

stirupps in beam connecting columns should be plcaed closer near the columns and spacing should increase in the middle ?

[@hrishabhkumarsingh4118]

Position of hook should be in compression zone.
Like in continuous beam, tension zone is around upper part of beam-column junction.

[@prabhatkumarpanda4438]

Sir Plz look up where the bottom lapping zone...u said that the lapping zone in bet L/6... I thought the lapping near column we can't provide..it may be after L/6..once check

[@meaifollowyourdreams5196]

Yes agreed with you...I learn from some videos it says that lapping of bottom bar near the support is not allowed....length of effective depth multiple by 2 should be measured from column and just after that length we can provide lapping of bottom bar in beam......
(Depth of beam-bottom cover-half dia of main bar=effective depth × 2).
I'm not an engineer but I learn everyday from multiple videos of engineer....the reason I learn and watch several videos of house construction it is because I want to build my own house with my own hand and idea only..so learning and taking ideas from many people is good..😊😊

[@denanathsingh9554]

Thanks! Sir.6d hota hai.

[@arunkumarkarn1995]

A/c to new abundment IS 13920:2016 ,6d hona chahiye or 65 mm in place of 10d or 75mm

[@apurvabhagwat6943]

❤

[@user-hw2vk2us2r]

About your question: as per 13920: 2016, the minimum hook length in the RCC beam and column. Answer is c) 6d

[@sandeepchaurasiya3123]

Sir mix design me standard deviation ka kya role h. Please ek detail video laiye is pr.

[@nyabombam3897]

C) 6d.

[@XYZ.96]

If you feel easy
Then BN Dutta explain

[@PintuKumar-uc2wl]

C) 6D

[@tirkey09]

6d Sir

[@abhishekpanigrahi1288]

Stirrups hook length has been updated in the latest amendment as 8d, pehle 6d tha aab 8d hai.

[@gauranggshah7135]

Hook length 6d

[@ejazsaleem9621]

Master Ring.. plz explain

[@stephenantony7513]

Jee ready Karo video about soil test

[@balasubramanianmurugan5395]

C) 6d

[@pratikchikhale8860]

Master ring to column may provide karte hai na over the slab

[@LearningCivilTechnology]

Yes... Lekin yaha beam ki baat ho Rahi hai...

[@shailenderayadav788]

6D

[@Raunakvilog4124]

(C) 6D

[@nawazshariff9217]

In beams top bars lapping length should be 50d and for bottom bars lap length should be 28d..

[@veerkumarchoudhary5704]

Ans.c)6d ~65mm.

[@abhijeetlahane7372]

As per Is 13920:2016 is 6d

[@hinaajannabum3871]

Neutral Axis kya hota he? Or reinforce steel ko kese layer mey dalna he?

[@pansulsatpathy309]

6D FOR HOOK LENGTH

[@soumyadipdas7307]

Sir mere ghar ke chad ke middle beam mein plastic nehi diye the, cement slurry gira tha waha se bohot, abhi tak koi problem nehi hua but in future koi problem ho sakta hai ???

[@kughazhechophi7469]

Mukesh brother could you kindly clear my query. If the column size is 9×12 inch does it include cover block space of concrete or otherwise.
BDW i'm not from civil engineering background so kindly suggest your valuable info in this regard. Thank you in anticipation.

[@LearningCivilTechnology]

Yes... It includes

[@kughazhechophi7469]

@@LearningCivilTechnology ty

[@arvindsharma4706]

C. 6D

[@kamleshgoyal9389]

Sir column ki bars ko cut kaise krna hota h after 2 nd floor or 3rd floor columns and so on .I mean kitni length tak cut krke rkhna hota h

[@MohitSharma-po2eb]

In some cases, development length is exceed to beam depth then what will be the development length

[@LearningCivilTechnology]

Make it in C shape...

[@naveeng8549]

😂 How to place the bar when two ends is the same situation

[@LalitKumar-ps2ho]

Sir, j bolt ki details in foundation m kasa lagata h Or j bolt ki kya kya check karte h

[@devcpwd]

As per seismic zones ke Hisar se Kya hai lap zone

[@diptiranjitasahoo4095]

6d

[@sigmarules4048]

Ans 6d ans

[@SyedAli-vz2id]

Sir where it mention in IS code spacing of cover block 0.8 m.

[@AD13D]

6d or 65mm by is code 13920..

[@mohd.ibrahim737]

6 d

[@MukeshDhimanKumar-bp9st]

Hook binding 135degree

[@user-me8ix3vh7p]

6

[@anupamraygupta8473]

6D.

[@user-bn3wx1xd8u]

Can we use marble pieces as cover block?

[@Nick32176]

absolutely no.

[@user-bn3wx1xd8u]

@@Nick32176 dear friend cover block are not available in Pakistan. Generally people use marble pieces. What is solution?

[@ChansparepartsTangra]

Bhai 18x120 feet shop ready krna hai
Piller dimension bta do plz
Down beam ki bhi
Niche basement and uper ek ground floor hai

[@YogendraYadav-jq6nn]

May I request you to show master ring in beam in 3D view

[@narinderjoshi3914]

10 D

[@mohammadwaseemuddin2945]

C 6d

[@Nagendrakumar-vj2re]

Please Mack videos pile load test

[@Nagendrakumar-vj2re]

6D

[@narinderjoshi3914]

10d

[@brown.gentleman]

Sir agar 3D main dakha dete toh pura clear ho jata

[@davidkurbah934]

If possible with 3d shapes

[@aaliyahkhan8565]

I need bent up bar knowledge.

[@kailashpanchal9032]

Hook 6d hona chahiye as per IS code

[@user-xn5zo3mq7h]

Top bair zont L/3 ushae aige sir

[@khairullaskar596]

Pole ka size 5 floor ke liye kitna dina he

[@Jaswindersingh-pp4cs]

Typical footing drawing mai likhte ish kya matlab hai ❓❓❓❓ battye bahi

[@LearningCivilTechnology]

Same type

[@nsoni8644]

Hook length must be 6d as per latest norms.

[@dharmesh11]

e L/6 Lap zone konse code me hai?

[@GkYaduwanshi]

Good morning sir 6d par hona chahiye

[@vikasthakurcivilengineer5458]

C = 6d

[@shafeeqkhan5794]

6d latest code

[@AlaminShaikh-ru3xu]

10D

[@VijayBerde-th2lm]

It is 6d

[@souravpanda505]

Sir, Master Ring & Lock Ring are not same! Master ring is the main ring of a beam but lock ring partly called as Horizontal ring

[@safeeralam8991]

10 d

[@HimanshuS5]

Beam and column ka jaha junction banta hai ya T banta hai vaha column me stripes nahi daal pate hai beam ke steel ki vajh se to vaha kya kare .

[@shashikantcharkari4183]

Hook length 6d

[@dineshvyas]

6D

[@MgGope]

6d

[@mdazad459]

C 6d