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.
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 …
@@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
