Golgappa.net | Golgappa.org | BagIndia.net | BodyIndia.Com | CabIndia.net | CarsBikes.net | CarsBikes.org | CashIndia.net | ConsumerIndia.net | CookingIndia.net | DataIndia.net | DealIndia.net | EmailIndia.net | FirstTablet.com | FirstTourist.com | ForsaleIndia.net | IndiaBody.Com | IndiaCab.net | IndiaCash.net | IndiaModel.net | KidForum.net | OfficeIndia.net | PaysIndia.com | RestaurantIndia.net | RestaurantsIndia.net | SaleForum.net | SellForum.net | SoldIndia.com | StarIndia.net | TomatoCab.com | TomatoCabs.com | TownIndia.com
Interested to Buy Any Domain ? << Click Here >> for more details...

what is the mean of opc cement and conceret grade 53 n?please
explane with detail>

Answer Posted / suman maity

If 28 days strength is not less than 53 N/mm-sq , then it is called opc grade 53.

Is This Answer Correct ?    5 Yes 1 No



Post New Answer       View All Answers


Please Help Members By Posting Answers For Below Questions

What is oneside mat. And explain 

2600


what is project?

2384


how to identify the failure of building by expansive soils

1661


what is the Purpose of Adding 20% of wet mortar & 1/3rd to Dry Mortar for PCC & Plastering & Rcc .is there any standard method for adding this .?

2314


what is tension column?

1992


What is min thickness,min grade of conc & age of PQC ?

9421


what are the proper pipes for salt water line

2357


CAN V USE CRUSH SAND FOR CLAY BRICK MASONARY

1141


resins are not soluble in water soluble in spirit used in varnish left behind on evoporation of oil

2697


how to estimate costing from quantity givin in BOQ and according to this how we fill tender and final rate for perticular work.....?

2084


how i can tak Quantity of mortar in block work

2397


How to calculate material and labor required for 100 m2 plaster?

1844


What is zoning permit?

1196


What is different between DI Pipe and CI pipe?

2154


Design a cantilever slab to carry a live load of 2000 N/m2. The overhang of the slab is 1.20m. b) A slab over a room is 4.75m x 4.75m. The edges of the slab are simply supported and the corners are not held down. The live load an the slab is 300 Kg/m2. The slab has a bearing of 15cm. On the supporting walls. Design the slab as per Rankine - Grashoff theory. Assume weight of R.C.C. = 2400 Kg/m2.

2861