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
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
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..😊😊
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 ???
You are doing Gods work by educating new house builders 🙏 Thank you Sir
6d
V v nice Way of teaching
And the knowledge also👍
6d
Thank you for clear and detailed explaination... Its helps & helping lot of fresher civil engineer❤🤗
Glad it was helpful!
The way of yor explanation is love it sir.❤
Your all lectures are so helpful to each and every civil engineer....🙏
Hook length should be 10D as per IS code
8D also can take
Pahle tha 10d but latest 6d bol raha sir ne IS cod ka anusar
In recent amendment 2020 8dia & 75mm
Thanks sir for this knowledge sharing session 🙏
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
Very good 🌹 From Pakistan
Very very informative video
Very very nice and useful information sir ji 🙏😊👌👌
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
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..😊😊
Very detailed teaching
Your lectures are like refresher course.
Some place double binding wires are used.Your comment please .
Good.teacher.and.teaching.good
I love you ❤❤❤❤❤
From Kolkata
Thank you 🙏
Sir, slab checking baare mein bhi video batao plz
Good Sir, Bangladesh
Very informative video.
Good...Mukesh sir
Love from Pakistan ❤
Nice video, Salute
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
Very good mistri sahab
Jaroori nahi hain
Itne jagrook hain hamare mistri !
Aapki lagan ko salaam.
Very Imp Topic
Lovk ringgit details excellent point.
Also on some extra stirrups are provided. Your comment please.
सर❤❤❤❤❤❤
Nice one and useful
Position of hook should be in compression zone.
Like in continuous beam, tension zone is around upper part of beam-column junction.
Sir floor hard krne ke liye kon sa hardener atta h liquid m Sikka ya dr.fixi, fosrock
Plz explain about RCC slab reinforcement
How your description link's address can be obtained ?
Very nice video
Sir, master ring as per IS code ? Clause no ?bataye?site master ring beam pe koi deta nehi.kya is ko bill me claim hota hei kya?
stirupps in beam connecting columns should be plcaed closer near the columns and spacing should increase in the middle ?
Gjb boss mja aa gya
Sir,ek aur point hai column junction se pehla beam ka stirrups maximum 50mm ke andar aana chahiye..
Typical footing drawing mai likhte ish kya matlab hai ❓❓❓❓ battye bahi
Same type
Hook length must be 6d as per latest norms.
Best information
Top bair zont L/3 ushae aige sir
About your question: as per 13920: 2016, the minimum hook length in the RCC beam and column. Answer is c) 6d
hello sir
what will be steel details for beam of 9x18 inches width between two collumns of size 9x18 inches distance is 20 feet between collumns
nice teaching
Wow ❤❤
18:22, hook length 8db or 75 mm hai instead of 6db or 65mm, IS13920 Amendment 2017 me update hua hai
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 ???
Super...
Bottom bar me kon sa is code me diya L/6 help me
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
Neutral Axis kya hota he? Or reinforce steel ko kese layer mey dalna he?
Master ring to column may provide karte hai na over the slab
Yes... Lekin yaha beam ki baat ho Rahi hai...
As per seismic zones ke Hisar se Kya hai lap zone
So super
A/c to new abundment IS 13920:2016 ,6d hona chahiye or 65 mm in place of 10d or 75mm
Plinth beam ka rod kese diya jata hai coloum ka andar ya bahar
Kisi ka v beam ka rod hisab se andar hi dena chahiye... Eccentricity maintain karne ke liye
@@LearningCivilTechnology isike upara ak vedio banaiye IS code kya hai thoda bataiye pls sir
Jee ready Karo video about soil test
In some cases, development length is exceed to beam depth then what will be the development length
Make it in C shape...
😂 How to place the bar when two ends is the same situation
Thanks! Sir.6d hota hai.
Pole ka size 5 floor ke liye kitna dina he
Sir, j bolt ki details in foundation m kasa lagata h Or j bolt ki kya kya check karte h
loved your video sir but it was hard to watch. reason - you said "iss video ko bina palak jhapkaye pura dekhiyega".
Hahaha
If you feel easy
Then BN Dutta explain
6d or 65mm by is code 13920..
Can we use marble pieces as cover block?
absolutely no.
@@Nick32176 dear friend cover block are not available in Pakistan. Generally people use marble pieces. What is solution?
Sir mix design me standard deviation ka kya role h. Please ek detail video laiye is pr.
Sir where it mention in IS code spacing of cover block 0.8 m.
Is code 13920:2016 hooks ka lenth 6d ,angle 135',spacing : spar/specing +1
hooks position ulternet karke ho
e L/6 Lap zone konse code me hai?
Best video
Ans.c)6d ~65mm.
Master Ring.. plz explain
Hook length 6d
As per Is 13920:2016 is 6d
Bhai 18x120 feet shop ready krna hai
Piller dimension bta do plz
Down beam ki bhi
Niche basement and uper ek ground floor hai
Hook binding 135degree
L/6 nhi sir L/4 hota hai bottam is code 13920 ke according
Kalam me leaping kaha dena hai
In beams top bars lapping length should be 50d and for bottom bars lap length should be 28d..
good
I need bent up bar knowledge.
Aaj ka answer is 6d
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 .
6D FOR HOOK LENGTH
May I request you to show master ring in beam in 3D view
Ans 6d ans
Pl clear IS516 part4 B-2.5.1 ,
Stirrups hook length has been updated in the latest amendment as 8d, pehle 6d tha aab 8d hai.
Ultra Tech ppc cement 53 grade kaise pata kare
Sir master ring तो कॉलम में रहता है
But sir NE stirrups k baremei bola na
C) 6d.
Good morning sir 6d par hona chahiye
Thank you sir .
Isme 2 imp point missing hai
1. Face Bar
2. Main bar placing at junction
IS 13920 me to likha hai joints or middle quarter me lap nahi karna hai.pleade clear
Han ek dmm sahi kah rhe ho
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
Please Mack videos pile load test
6D
Hook 6d hona chahiye as per IS code
❤
Mera pass haoo broo mein appko sikaunga 100 floor building
ok
DESIGN RCC M35, SO CLEAR COVER BLOCK SHALL BE USED M40
Sir agar 3D main dakha dete toh pura clear ho jata
C) 6D