points Civil Engineer Must Know|Importrant interview questions for civil engineers|civil knowledge
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- เผยแพร่เมื่อ 3 ต.ค. 2024
- Title: important points that every Civil engineer Must Know,Important questions/answers for civil engineers,Basic Knowledge for every civil engineer.
important points for civil engineers, 101 important questions for civil engineers 101 basic points for civil engineers
👉*at 08:57 the formula for steel weight calculation is D^2/162.162 kg /m
& D^2 /533 kg /ft.
#civilengineering #civilinterviewquestions #civilknowledge
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Very good information
Thanks you very much sir
Thanks dear
Like and share
Thank you sir for this knowledgeable video.
Thanks dear,
👉*Everyone pls make correction at 08:57 the formula is D^2/162.162 kg /m
& D^2 /533 kg /ft.
Yes u r right
Yes
Yes
❤️👍
@@AlSufyan225 in bottom fibers at mid section bending is maximum so lapping can not be provided in mid span in bottom steel bars
Very good information
Thanks dear
Very very informative, really very good effort for freshers and less experience holders,,,,❤
Thanks for your appreciation, dear
Nice information thank you so much
Thanks,like and share
Hiii ma'am
very informative
Thanks bro.
Keep watching.there is more to come.
Nice video❤
very good and informative video
Thanks dear.
Like and share
Bhut nice vedio sach me
Thanks ,keep visiting
Like and share
Thanku sir super explation with figures
Thanks keep watching
Thanks for the vedio
you welcome.
Thanks for watching
According to 3rd amendment of IS 456: 2000 in 2007, the value was changed from 36 mm to 32 mm.
what exactly are you talking about?
@@CET360overlapping of steel dia
Supper information for beginners. Thanks share with us your knowledge
Column minimum 0.8%
Maximum 4% for lapping
8% for without lapping
Very nice video ❤
Thanks, keep watching more videos
Good
Keep watching
Weight calculation formula galt h d2/162.162 will be kg/m
yes there is a mistake.
I have cleared it in deacription box
It's only use for Mild steel
Grades of concrete M20 1:1.5:3 is missing 22:58
Yes, dear, i might miss that.
Keep visiting for more.
Thanku sir
Welcome.
Like share and comment please
Sir g series ko jari Rekha outstanding work sir g
Thanks. InshaAllah
Is tarah ke related videos mery channel pe hain wo b dekhen.share with your friends.
Where , i can get a PDF ...??
Yoc can find me on facebook
Weight steel bar ka farmula exchange ho gya hai meter ko feet,feet ko meter
Thanks for correction.🎉
Keep watching
Very useful Information,
Kindly, to improve it with the ACI Reference. Also provide a PDF copy with link.
Many Thanks
yes sure pls
When the bars of different diameters are to spliced the lap length is calculated how according to ACI please reconfirm it.
bro overlap is calculated considering dia of small bar, this is confirmed
Lap length is calculated as per mix design of concrete. Mix design is higher lap length is smaller and vice versa.
Good
Thanks
hey the video is soo.. gud. Can I get the pdf ?
Yes, drop your whatsapp num
May I get please as well
Thank you sir😊
Thanks,keep watching
Hindi me samjayenge to sab ko samjh me aayega...❤
Its urdu bro,same same
hindi urdu same same
Thank you Sir🙏
You welcome, like and share
keep watching
75. Overlap done based on higher dia not smaller
This is confusing,most viewers ask me for this correction.it is smallar bar dia.
Where bars of two different diameters are to be spliced, the lap length is governed by SMALLER DIAMETER.
Thanks a lot I like it can I get a pdf
Yes, of course
Find me on facebook
Long column and short column length to least dimension ratio should be less 12 or greater but you are writing 15 🤔🤔🤔
Good luck 🤞
Thanks
Sir hook length minimums 9d hota hai but 90° ke liye 10d or 135° ke liye 12d hota hai
Yes there are provisions of 9d and 10d for hook length depending upon importance and type of structures.
But for bend dedution 10d 12d is too much.
Its 1d for 45 degreee bend
2d for 90 degrees
3d for 135 degree bend
@@CET360 yes bend deduction is right
Please Sir pdf bhi daal dijiye 🙏
Good❤
Nice video
Thanks bro,keep watching
share with your friends
Which type of steel we usually use in Pakistan TMX, TMT, CTD, HYSD, SDB?
Every type is available.
Mild steel deformed bar grade 60,40 are mostly used because these are more economical.
Depdning upon the conditions and requirements koe b bar type use ke jasakti hai
RDX Grade Bars😂
Your information about hook lenth is totally wrong.....right answer is 12 D for 135 degree bend , this information from IS Code 456:2000
Dear I am not wrong but you are also right .
You are mixing up two things.
1.hook length
2.bend deduction.
The IS code is for India and ACI code is for international, but generally hook length is kept from 6D to 12D, but mostly it's 12D, but if add bent deduction then what should be the hook length?
Raft ma lapping zone kdr hota h?
Raft is same like a slab
@@CET360 Lapping zone center ma hoti ?
Sir Urdu ke shabd sunkar to heeramandi yad aagayi 😅
Mtlb apko pasand i video?
Please send this Pdf sir
Ok dear find me on Facebook and inbox me
Sir pdf bhej do na
Kahan bejun?send your email or whatsapp?
Or inbox me on facebook