how to calculate concrete quantity for footing using M25 grade
1:1:2 for 730cft.
- 3 Answers
- 10593 Views
- Simplex, I also Faced
- E-Mail Answers
Answer Posted / mohammed aijaz hussain
Volume of Wet concrete = 730 cu.ft. = 20.68 cu.m.
Volume of Dry concrete = 1.75 X 20.68 = 36.19 cu.m.
Volume of cement = 1/4 X 36.19 = 9.048 cu.m.
= 258.5 Bags
Volume of Sand = 1/4 X 36.19 = 9.048 cu.m.
Volume of Aggregate = 2/4 X 36.19 = 18.095 cu.m.
| Is This Answer Correct ? | 5 Yes | 2 No |
Post New Answer View All Answers
I am a civil engineering student and going to attend interview in this week in an IT company.Will they ask me questions about my area of interest or cs
how to do sudoko puzaals?
Suppose you planning to paint newly fabricated workshop building made of structural steel of 10 tons total mass. How many litters paint primer for 1 coat and 2 coat of top coat?
What is the use of mirror command?
give me the mix proportion for design mix concrete M 7.5 grade 1:4:8
In an aggregate blending plant, water is sprayed before blending is performed. If the fine content in aggregate is as high as 25 %, will not the fines form into lumps / balls and distribution will not be uniform ? Further, the fines will stick onto the interior of pug mill and its content will be low. The mixed material is stockpiled for weeks / months before use. Will it not be better that blending is done in dry condition, and water will be added only during compaction at site. Please forward your comments and suggestions.
What is Curtailing of R/F
how to remove the quantity of metal 1 and metal 2 in concrete
What is hybrid foundation?
door and window wood work calculations and different methods
If a slab concrete is placed with M-20 grade concrete, actually it has to be placed with M-30. what are the rectifications / measures to be taken after concreting is done.
I am called for interview from north east power plant .so, I need some interview question which may help me.
Mention what are the composition of a landfill?
why top layer of block work shoud be full size if any cut block adjustable than another layer?
Bearing capacity of soil determined as per ASTM is to design the foundation size.what is the importance of EV1/EV2 value as per DIN .My consultant ask me to test the the soil as per din to find out this ratio to assess the compacted strength of soil ,,?? is it meaning full ??
