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...

how many cubic ft. for 50 kg ( 1 bag ) cement?

Answer Posted / sekar.k

1bag of cement is 1.25 cu.feet

Is This Answer Correct ?    129 Yes 33 No



Post New Answer       View All Answers


Please Help Members By Posting Answers For Below Questions

How many types of slabs are there & how to design it?

1341


what is the list of building construction equipment & teir output?

2149


Explain what are the skills required to become an architect?

1219


How much wastages taken in 1. cement 2. steel 3. fine aggregate 4. coarse aggregates (10mm, 20 mm)

1907


what is escalation?how it is done?

2569


Define line type?

1163


what are the types of design? which type of method is used at what type of design & why?

2241


PCC Road Min Grade M 30 for VR standard Mahatashtra load 30 KN. what should be thickness of pavement, width 4m what should be length of panel.

2634


how we calculate the vol.of wet concrete..?

1934


Can you pl explain the procedure steps of singly and doubly reinforced beams in limit state method

1813


what is idealized curve for concrere and steel

2368


Special thing in designing a overhead reservoir ? which is different from an ordinary design

1267


How to do base isolation for RC framed structure using ETABS software?

4246


in a corner footing of a building, column lies in one corner. in this condition i want to know if the reactive pressure of soil will be uniformly distributed throughout the footing or will be uniformly varying as in the case of eccentrical loading.

2307


For the symmetrical continuous beam shown in figure, Prestressed with a force P = 1500 KN along parabolic curve as shown, compute the extreme fiber stresses over the central support for the uniformly distributed load of 24 kn/m. Use load balancing method.

2143