points Civil Engineer Must Know|Importrant interview questions for civil engineers|civil knowledge

[@MustafaKhan-t7z]

Very good information

[@CET360]

👉*Everyone pls make correction at 08:57 the formula is D^2/162.162 kg /m
& D^2 /533 kg /ft.

[@santprakashsingh8960]

Yes u r right

[@makrandbhalekar8435]

Yes

[@ddeepakviswakarma92]

Yes

[@rijovarughese7562]

❤️👍

[@AdnanKhan-lg3gk]

@@AlSufyan225 in bottom fibers at mid section bending is maximum so lapping can not be provided in mid span in bottom steel bars

[@AkhtarP3115]

Very very informative, really very good effort for freshers and less experience holders,,,,❤

[@CET360]

Thanks for your appreciation, dear

[@civiltechnoharyana7850]

According to 3rd amendment of IS 456: 2000 in 2007, the value was changed from 36 mm to 32 mm.

[@CET360]

what exactly are you talking about?

[@civiltechnoharyana7850]

@@CET360overlapping of steel dia

[@princekhan4402]

Nice video❤

[@swathigowda7868]

Nice information thank you so much

[@CET360]

Thanks,like and share

[@DevSingh-rn6ie]

Hiii ma'am

[@gangabhavanitaninki-mu5db]

Thanku sir super explation with figures

[@CET360]

Thanks keep watching

[@safwanaqeel5356]

very good and informative video

[@CET360]

Thanks dear.
Like and share

[@theprashant9707]

Weight calculation formula galt h d2/162.162 will be kg/m

[@CET360]

yes there is a mistake.
I have cleared it in deacription box

[@EngineeringPractice-g2u]

It's only use for Mild steel

[@raviraam3211]

hey the video is soo.. gud. Can I get the pdf ?

[@CET360]

Yes, drop your whatsapp num

[@harshitvaish1358]

May I get please as well

[@anuragmaurya4632]

Where , i can get a PDF ...??

[@CET360]

Yoc can find me on facebook

[@srinivasu4418]

Thanks for the vedio

[@CET360]

you welcome.
Thanks for watching

[@akshaym2523]

Grades of concrete M20 1:1.5:3 is missing 22:58

[@CET360]

Yes, dear, i might miss that.
Keep visiting for more.

[@DRAGONGAMING-xx1vm]

Very nice video ❤

[@CET360]

Thanks, keep watching more videos

[@hammadkhan3792]

When the bars of different diameters are to spliced the lap length is calculated how according to ACI please reconfirm it.

[@CET360]

bro overlap is calculated considering dia of small bar, this is confirmed

[@AkhtarP3115]

Lap length is calculated as per mix design of concrete. Mix design is higher lap length is smaller and vice versa.

[@salumhaji3207]

Thanks a lot I like it can I get a pdf

[@CET360]

Yes, of course
Find me on facebook

[@farooqbashir4111]

Very useful Information,
Kindly, to improve it with the ACI Reference. Also provide a PDF copy with link.
Many Thanks

[@CET360]

yes sure pls

[@ShoaibJamali-hg5on]

Supper information for beginners. Thanks share with us your knowledge

[@bishnuPrasad9]

Good

[@CET360]

Thanks

[@nimmisaji7114]

Thanku sir

[@CET360]

Welcome.
Like share and comment please

[@akashtekade9879]

Hindi me samjayenge to sab ko samjh me aayega...❤

[@CET360]

Its urdu bro,same same
hindi urdu same same

[@sdvpchallenge8092]

Thank you sir😊

[@CET360]

Thanks,keep watching

[@ankitjha9249]

Good luck 🤞

[@CET360]

Thanks

[@hammadkhan3792]

Which type of steel we usually use in Pakistan TMX, TMT, CTD, HYSD, SDB?

[@CET360]

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

[@King_of_god678]

RDX Grade Bars😂

[@civilstar1233]

Your information about hook lenth is totally wrong.....right answer is 12 D for 135 degree bend , this information from IS Code 456:2000

[@CET360]

Dear I am not wrong but you are also right .
You are mixing up two things.
1.hook length
2.bend deduction.

[@engrasgharbadshah9247]

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?

[@firdausahmad2861]

Good❤

[@mansurahmedbarlaskar8033]

Sir pdf bhej do na

[@CET360]

Kahan bejun?send your email or whatsapp?
Or inbox me on facebook

[@Ajsingh9644]

Please Sir pdf bhi daal dijiye 🙏

[@durgeshsinghyadav2452]

Weight steel bar ka farmula exchange ho gya hai meter ko feet,feet ko meter

[@CET360]

Thanks for correction.🎉
Keep watching

[@shivsagarsonar0]

Very good information

[@CET360]

Thanks dear

[@mitenbouri5051]

Column minimum 0.8%
Maximum 4% for lapping
8% for without lapping

[@jayrajyaguru9327]

Thank you sir for this knowledgeable video.

[@CET360]

Thanks dear,

[@akshayjagtap8684]

Please send this Pdf sir

[@CET360]

Ok dear find me on Facebook and inbox me

[@kashifgujjar6844]

very informative

[@CET360]

Thanks bro.
Keep watching.there is more to come.

[@manojsaini4893]

Bhut nice vedio sach me

[@CET360]

Thanks ,keep visiting
Like and share

[@himanshusingh6112]

Good

[@CET360]

Keep watching

[@senthil02071]

75. Overlap done based on higher dia not smaller

[@CET360]

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.

[@Sushil_Jhadekar]

Sir Urdu ke shabd sunkar to heeramandi yad aagayi 😅

[@CET360]

Mtlb apko pasand i video?

[@luckychaurasiya1357]

Sir hook length minimums 9d hota hai but 90° ke liye 10d or 135° ke liye 12d hota hai

[@CET360]

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

[@luckychaurasiya1357]

@@CET360 yes bend deduction is right

[@NitishKumar-fg5eb]

Thank you Sir🙏

[@CET360]

You welcome, like and share
keep watching

[@muhammadhammadali3968]

Raft ma lapping zone kdr hota h?

[@CET360]

Raft is same like a slab

[@muhammadhammadali3968]

@@CET360 Lapping zone center ma hoti ?

[@samiullhasami4077]

Sir g series ko jari Rekha outstanding work sir g

[@CET360]

Thanks. InshaAllah
Is tarah ke related videos mery channel pe hain wo b dekhen.share with your friends.

[@KamalSingh-dk5hp]

Nice video

[@CET360]

Thanks bro,keep watching
share with your friends