Interested to Buy Any Domain ? << Click Here >> for more details...
plz tell.. how can we find weight(in kg) of 1 cum of m20
mix..? how can we find the ratio of cement sand and
agregate on site i.e if we given some amount of m20 mix
then hw we find the ratio..?
- 7 Answers
- 58368 Views
- I also Faced
- E-Mail Answers
Answer Posted / jayakumar
To calculate one cum of of weight of concrete you need find
yield of concrete with standard calibrated container.
The ratio can be found with respect to weight of material
used.(say Cement 1,Sand weight/Cement weight,CA/Cement
weight you will get ratio of mix)
| Is This Answer Correct ? | 11 Yes | 14 No |
Post New Answer View All Answers
Explain what are the skills required to become an architect?
In foundation design, while we do the base pressure check, we normally check if the attained pressure value is less than the GROSS BEARING CAPACITY of the soil which is the sum of net bearing capacity of soil and the overburden pressure. Actually, the overburden pressure acts against the net bearing capacity of the soil and I feel that we are actually increasing the bearing capacity value and doing the check. I feel that this is NOT right. Please clarify on this.
a) we have 30nos., 300mm dia, 4m length double under reamed piles.calculate excavation quantity.b) tell concrete qty. also.
how to calculate total cost for slab 35'×8'
What is the difference between Fe 500, Fe 500 D and Fe 515.
Explain what is 1/8 on the architect ruler denotes?
How to plan a project
why are you joining in this (applied post) job and your aim for this job
what is the steel difference between np-2 and np-3 pipes and weight also
what is anchorage length,lap length and (dont remember the last one)
what is zone a n zone b?why the spacing of ring in zone a less.n zone b high?
in one SQM plaster how much Cement and sand consumed in ratio 1:4
The building has 12 columns of 12x9 in 3 rows of 4 each in a plot of 50'x30', The central row is strengthened with 16mm twisted rods. The roof area is 1500 sft including balconies. calculate the load factor per sft. Also indicate the number of roofs the building can withstand.
What is factor not to be taken in consideration in mix design?
is it fair to recruit another prestressing agency once earlier agency has provided guide cone for post stressing the Concrete -I girders? It is observed that the bearing plate of another agency is not matching with the earlier one resulting in protruded strands after stressing from the face of girder. Kindly advice.
