how many cubic feet in one unit of sand?
- 16 Answers
- 176264 Views
- L&T, PSPCL, Ratna Infrastructure Projects, I also Faced
- E-Mail Answers
Answer Posted / raj
1 CFT is 50 to 53 kgs of Sand based on fine , coarse , medium , rough sand or M-Sand in Dry condition only.
1 Unit is defined as 100cft then for 1 Ton is 20 units of CFT , But Tractor load is defined as unit their body size varies so measure the unit based height if you buy Tractor units.
The below detail will helps out.
----------
material : 1 CFT kgs : Unit in Tone : CFT per Tonne
-------------------------------------------------------------------------------------------------
Medium Wet sand from River basin : 62.238 : 6.238 : 16.0300925926
Medium Semi wet : 58.916967509 : 5.8916967509 : 16.9730392157
Medium Dry Sand : 51.2924187726 : 5.1292418773 : 19.4960585586
M sand : 54.0649819495 : 5.4064981949 : 18.4962606838
Fine River Sand Dry : 54.605631769 : 5.4605631769 : 18.3131293899
Clay paste : coming soon
Clay soft medium wet flakes : coming soon
Clay complete dry Flakes : Coming soon
Fine River Sand : Coming soon
| Is This Answer Correct ? | 0 Yes | 2 No |
Post New Answer View All Answers
Explain what are the problems one might face while having a Cantilever balcony?
Kindly post me previous year interview questions with answer for post of DY. Manager (civil engg.) for GAIL, NTPC, IOC, OIL and ONGC etc.
What are the reasons for geotechnical site investigations in uganda?
What is the diameter of the 3"inch nails?
Define What is made from large rocks, which protects the base of cliffs?
Describe Briefly The Various Methods Of Concrete Curing?
How is calculate the cube molt
what happening if we casting HV shunt reactor foundation pad at 50cm height different time (One day difference)
The mixture of different ingredients of cement is burnt at?
What is difference between engineering stress and true stress?
What is Rankine Cycle?
GIVE US YOUR FULL DETAIL OF THE FOLLOWING… FULL NAME.. PERMENENT MAILING ADDRESS DIRECT CONTACT NO E MAIL ADDRES.
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.
How many square meter can a worker/labor demolish a structure per day?
what is the minimum reinforcement provided in beams,footings,slabs? what is the minimum soil bearing capacity to design a multistorey building
