Good content, but required more in detail explaination like how it fails, how steel qty reduces, how strength increases while reducing steel bars, etc like realistic pictures so on. Hope my comment will be adhered.tq
Thanks 🙏 For ur lecturer I would like to know what’s the quantity of steel from all the steel bars need to be crank ? All the main bar should be crank or there’s persantage ?
Since a two way slab bends in both the directions so we will experience negative bending moment or simply hogging moment on all the four ends of the two way slab that's why we need to provide cranked bars at all the four sides of a two way slab... Hope i cleared your query... Regards! #civiltutor
Sir, in certain work sites bar benders are providing extra bars at bottom (central portion ) and over supports for a length of L/ 4 of the span. Is it will function as bend up bars?
Contents ok but nature of support whether column or wall are not discussed whether support is simply supported or fixed or contineous support or hinged or roller also the effect of point load or udl above the support. The points written on boards are not readable. Nwadays crank bars are hardly used in practice therefore example of cut bars and extra top bars should be included.
Engineer Sami, you are deeply appreciated for passing this wonderful knowledge. God bless you Sir. I'm really blessed I found your videos
I really enjoy your lessons, you really explain it and makes it seem so easy
With your teaching, I'm proud of self and my job
you are a great person and may Allah SWT register your exertions as ongoing charity
i like this, this is something that is not covered in degree and master universiti. something important.
Good lecture my respected sir.
Masyallah. Thanks for sharing this kind of information. It's usefull.
Good content, but required more in detail explaination like how it fails, how steel qty reduces, how strength increases while reducing steel bars, etc like realistic pictures so on. Hope my comment will be adhered.tq
Dear I love very much of your lesson.
Eng Sami, thanks alot for the wonderful information
Waalaikumussalam sir.
Thanks so much for your help in getting the best way
Useful and very helpful topic 👍
Your topics are interesting
We Like Your Videos Sir G..... Always
Spacing Is common for both one way and two way slab
Very good lecture I like your explanation also
Thank you sir
Walaikum salam bai
Thanks sir,
I come to know many aspects from your vedio
Am here coz after designing my one way solid flat slab , the beam supports bars were way up i wanted to no if cranking is ok
Good Lecture.
I love ur teaching sir
Jay shree Ram 🚩🚩 sir good explain ❤
Very educative.
All your topics are interesting..
Va alaikum Salaam va rahmathullahi va barakathuhu
I like All your videos
Very useful vedio
Really great informative video bro
It means that crank bar just needed on flat slab not beam slab construction?
Thanks 🙏 For ur lecturer
I would like to know what’s the quantity of steel from all the steel bars need to be crank ?
All the main bar should be crank or there’s persantage ?
Thanks sir
Thank you sir!
That good of you but I need a full lecture on structure
Sir can you make a video on recycled building construction?
Thanks so much sir. So can crank bars be calculated
Very good teaching sir thank you sir
I like your videos
If you talk about crank bar in two way slab, which side is the crank bar all 4 sides or only opposite sides
Since a two way slab bends in both the directions so we will experience negative bending moment or simply hogging moment on all the four ends of the two way slab that's why we need to provide cranked bars at all the four sides of a two way slab... Hope i cleared your query... Regards! #civiltutor
All 4 sides
❤❤❤❤
Great work
Is this also applicable to small and simple house construction?
Why do we add clear length of slab when calculating bent up bar length? Instead of only adding length just upto where crank bending starts?
I like you're video sir
No worries...i like....your video good
Love from Nepal 🇳🇵❤❤
❤
i like you video sir. from 🇵🇭
Good job sir
❤❤❤❤❤❤❤
Sorry sir, I alwaye like your video.
I like your video
Do crank bars resist sagging
Walaikum asslam
Sir, in certain work sites bar benders are providing extra bars at bottom (central portion ) and over supports for a length of L/ 4 of the span. Is it will function as bend up bars?
I like your all videos walla
Reply please sir . what is different between crank bar and extra ?
Super
Nice
Can you provide how slab structure for house with more than 4 columns
Contents ok but nature of support whether column or wall are not discussed whether support is simply supported or fixed or contineous support or hinged or roller also the effect of point load or udl above the support.
The points written on boards are not readable.
Nwadays crank bars are hardly used in practice therefore example of cut bars and extra top bars should be included.
Walikumassalam bhai
Engineer your chanel very good and super but please you gave lecture in urdu
Check me Other Channel in Urdu #EngineerSami
🤗🤗
Assalamualaikum beautiful people 😁❤️
Thiam hle mai
Crack bars are all distributiva bars or all main Bars.?
جيد جدا شكرا
بھائ انگلش کے ساتھ ساتھ اردو میں بھی بتاہیں تا کہ ھر پاکستانی کو معلوم ھو اسان لفظوں میں سمجھائیں tkanks
Bhaijaan ham ne kiya hai like bro
Bro video on extra bara
bhai plz videos Urdu ma banao ap Pakistan ma hai yaha 99 % urdu boli jati ha
Walakum Assalam , urdu or Hindi or bolo bhai
Talk in hindi
Thanks sir