Interested to Buy Any Domain ? << Click Here >> for more details...
tell me quantitys of matal, sand and cement in 1:4:8 and
1:2:4
- 9 Answers
- 152833 Views
- AVL, Infosys, NCC, SPCL, Swapnapurti Developers, I also Faced
- E-Mail Answers
Answer Posted / surya v kuchibhotla
If you are considering 1:4:8; per each cubic meter you have
to arrive the quantities as under.
If 1+4+8= 1cum (dry mix); then
cement quantity will be 1/13 = 0.077 cum;(2.2 Bags of 50kg)
Sand Quantity will be 4/13= 0.31 cum and
the Quantity of Coarse aggregate shall be 8/13=0.62 cum.
But, the volume of dry concrete will be 1.5 times
(approx)the volume of wet concrete. So, if you want to
prepare a cum of wet concrete, multiply the above values by 1.5.
| Is This Answer Correct ? | 90 Yes | 21 No |
Post New Answer View All Answers
Explain major differences between routing maintenance and major maintenance.
Reinforcement details at hinged joint
how can can column be corrected when the design is not safe ? is the increasing the clearcover a solution?
what are the proper pipes for salt water line
how much shouid be the rate for ready mix concrete per cubic meter
Formula of area of crane hook
is there any codal provision for soil cousion over the Hume pipe of Dia 1.2 m.
What should be the maximum allowable time for placing ready mix concrete? The specification requires concrete placement within 90 minutes of batching at the plant. What is the significance of this 90 minutes & should this be used as a rejection criterion? What effects does the concrete has after that time period?
1.How much batten required for 1 sqm Shuttering. 2.how much pipe & clamps required for staging of 100 sqm shuttering at 5.0 m height.
What is the minimum size of the particles of silt soil?
What things you need to take care of before building a kitchen island?
What is the ratio of grades m5, m7.5, m10, m15, m20, m25, m30, m35, m40?
Material calculation of cm 1:6 for 1sqm
What are advancements in civil engineering?
Actually i am confused that how to calculate the bending moment for a semi-circular beam and curved slab.If any one have a good idea about the matter,please give the answer with a suitable example. Thank you......
