Post Tensioning Vs Normal Beam 🔥 Cost difference | Advantage of Post Tensioning in buildings ✅
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- Опубліковано 16 жов 2024
- #lowbudget #construction #homedesign #kavinassociates
For PT works Contact:
SF Engineering India (System) Pvt Ltd,Chennai
9790921280
They are doing PT Works all over India & Abroad at reasonable price.
Structural Consultant for this marriage hall at Manachanallur (Trichy):
Kavin Associates,Karur
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Illustrations are very good and clear-cut...
Thank you sir 😊
Sir neraya videos upload pannunga .unga videos parthu konjam neraya kathukura mari iruku...thank you so much sir for your clear explanation......🤩🙏🙏🙏
Thank you so much 😊
Nalla technical knowledge vachurukaaru super
Very informative. ❤️congratulations 👍
Thank you so much 😊
First of all thank you for valuable technical information. I have some queries as follows,;
1. Do we construct block wall over the PT Slab where there is no beam or only where beam placed. Otherwise hidden beam shall be placed or not.Please clarify.
2. Can we utilize for the raft foundation such as mass reinforcement concrete.
3. Can we provide the Stressing end will be on cantilever position which will be extended from beam or support.
Awaiting your response will be highly appreciated.
Block work can be done over PT slab if it’s loading is taken while design.
Raft Foundation purely based on soil conditions
Thanks again for our video sir💯👌👍
Unga videos 900000000000000% worth watching no one show this
Thank you 😊
Is there an argument to go for steel joist with decking sheet floor over PT beams? They both can span for 10m and more.
Can we get customized rebars length for required span in PT-BEAM? To avoid lapping?
Sir..plinth beam is 20 feet how much we can provide the reinforcement.. maximum dia of the rebars and depth of beam..?
bro try to add subtitles... it will be helpful for all..
Sure
Happy engineers days sir ❤
Very informative and clear explanation thank you sir
Thank you sir 😊
Brother very informative video... Also detailing konjam big ah iruntha innum nalla irukum....
Thank you sir 😊
Bro PT la beam tha design panrom after Stressing Deshuttering pannumpothu slab........?
Sir tendon near ah plumbing sleeve kudukalam ah ..... clearance kudukanum na evalo kudukanum
Hi Kavin iam Always watching
Thank you so much 😊 keep sharing and supporting
GREAT CONTENT SIR BUT PLZ PROVIDE ENGLISH CAPTIONS
Thank you sir 😊
Nice explanation.... 💐💐
Thank you sir 😊
Bro semma informative✨✨
Please suggest software for design of pt beam or slab
Is it available in English?
spr explanation ..tq ...❤
Welcome 😊
Brother upcoming video la white Helmets use paunga then co workers ku oru helmet potu video podunga unga unique ness nala inum reach aagum
Good
How many floors we can go in pt structures
bro explain about puf panel roofing sheet 🎉
Kavin bro nalla move ithu civil engineer ku
Thank you sir 😊
வா தலைவா தலைவா🎉
For pt design check whether your design is right or not
can you make videos in english?
Pre consturtion பத்தி சொல்லுங்கள்
Sf engineering contact number
In description sir
Only m35 grade concrete for PT slab ????? LOL......M30 concrete also can use...what he is giving explanation half is right and half is in wrong way....he need to gaìn more experience in pt slab
Oh !! Thank you…ya PT Company gave wrong information 😂 may be you need more experience I think 🤔 this project is done by one of the leading PT Company in India …
@@KavinAssociatesOfficial i am civil engineer, since 2006 i am working at gulf. With PT too
@@dreamscomestrueforme like your experience this company also has more than 20 years experience in PT field they are doing projects in gulf too…if you want you can check their website…and finally I too have experience in this design field so before commenting think and comment
@@KavinAssociatesOfficial company has 20 years experience good...but this guy has basic and less knowledge i think.... as you are talking abt your exp...in design field....for 60 feet span, even i can design with 975 x1200 beam in conventional method....for 60 feet span pt beam with 975mm depth is look like childish designer .
Dont believe whatever your contractor says, they are not from heaven.
You must have technical knowledge to find mistakes from your subcontractors and ask them to redesign or rework on their previous design.
If you are not sound technically , then you will have to listen and shake your head and accept whatever he gives...
Some will give you right things, but mostly you will get a incorrect one, or half baked like your pt contractor
@@dreamscomestrueforme ok next time you design and give me projects. That time i will accept it...i too think your not from heaven