what is the proportion of m20 grde concrete? also how much
water is required for this proportions? As there were any
formula for water-quantity?
Answer Posted / pinku gautam
A water/cement ratio of only 0.38 is required for complete
hydration of cement. (Although this is the theoretical limit, water cement ratio lower than
0.38 will also increase the strength, since all the cement that is added, does not hydrate)
Water added for workability over and above this water/cement ratio of 0.38, evaporates
leaving cavities in the concrete. These cavities are in the form of thin capillaries. They
reduce the strength and durability of concrete. Hence, it is very important to control the
water/cement ratio on site. Every extra lit of water will approx. reduce the strength of
concrete by 2 to 3 N/mm2 and increase the workability by 25 mm
| Is This Answer Correct ? | 2 Yes | 1 No |
Post New Answer View All Answers
What are some facts about concrete?
what are the code used for residental building?
What is the force exerted by the tacoma narrows bridge?
I have a slab of 20cm thickness of 20m by 4m in wich we are installing 15 tons electric panels , and we have put 4 H-shaped columns under the slab but we have done many cores in the slab which seems very normal , can you help me by telling me how to calculate the bearing capacity of the slab or give me an idea if i should increase more columns Note: load distribution area 12*1.5 m2
how to conversation of all construction material in to brass
Define What is a kip?
What is the usage of zoom command?
How do you measure water flowing through 300mm diameter pipes?
What is the likely strength of a 1:2:4 concrete mix?
What is the Systematic Responsibility Site Engineer? Who are the above and under co-oridinating ? What is office & Site co-ordination of Site Engineer?
What is the difference between engineering stress and true stress?
cement, sand, aggregate,reinforcement & concrete consumption per square feet in multi storeyed building
why development length = 50D . why not 100D
Does degree of bend of rebars has any effect on strength of the member? For example- if a beam is designed with 45 degree bent up bar with respect to architechtural needs and is not 45 in practical so will there be any reduction in the strength of member?
How much area, in square meters, will one liter of paint cover if it is brushed out to uniform thickness of 600 microns?