how to calculate concrete qty for footing using M25 grade
1:1:2 for 731 cft.
- 9 Answers
- 49880 Views
- Abuilding Lab, L&T, MPSC, Vellapally, I also Faced
- E-Mail Answers
Answer Posted / er. tiwari karan
M25:: 1:1:2 Total parts is 4 Cement part is 1/4
Dry Volume of M25 is approx 1.57 times of total volume
Density of Cement is 1440
Cement Required for 1 cum =1/4X1.57X1440=565.2 approx cu. mtr.
for Bags (india cement bags) is of 50kg so 565.2 kg /50kg = 11.304 bags per cu. mtr.
So as with sand
dry volume if always 1.57 for required volume
and aggregate sole qty of aggregate if crushed to get 1 cu. mt we required 1.57 cu.mt
| Is This Answer Correct ? | 0 Yes | 1 No |
Post New Answer View All Answers
rate analysis hiring of generator 62.5 KVA
How to find out kg per Sft ?
What is the life of anaerobic Digester if it is used for municipal solid waste digetion.
In Residential home construct footing,beam, column,lintel,rcc roofs which dia rod used how to self assumed
how we check the thickness and line of ceiling plaster.
HOW TO CLACULATE CEMENT AND SAND CONSUMPTION FOR THE STAIRCASE KOTA FLOORING IN THE RATIO OF 1:4 50 MM THICKNESS
What is the density of DLC & PQC and how it is differ from normal concrete?
i have to give lap joint fo 1Mtr steel of dia12mm,whenever i did mistake i cut less 5cm plz tell me how much i will give lap joint so that length comes 1Mtr
which software is better for design and analysis of buildings (stadd pro ) or (Etabs)
can any one give me sample question paper of BHEL at mdansari86@gmail.com as i m appearing for the same exam.
What is diversion tunnel in a dam?
what is right & short method of measurement of slab&beam
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.
WHAT THREE SPECFIC JOB POSITIONS TO YOU TARGET FROM THE COMPANY?
mix design procedure for 1:6 cement mortar
