For M7.5 the ratio is 1:4:8 i.e 1 part of cement, 1 part of fine aggregate (Sand) and 1 part of coarse aggregate.
1:1.5:3 is the good resulted
1:2:4
What is mixing ratio for concrete grade 30
M20 refers to the grade of the concrete generally used in construction purpose. Here, M refers to mix & number 20 refers to the characteristic strength of concrete. the proportions of this grade is (1:1 1/2: 3). Along with this there are some more grades used in constructions i.e., M5, M7.5, M10, M15, M25, M30................. M80
The compressive strength of M20 concrete at 28 days typically falls in the range of 20 to 25 megapascals (MPa), which is equivalent to 2900 to 3600 pounds per square inch (psi). M20 is a mix designation for concrete, where "M" stands for "mix" and the number 20 represents the characteristic compressive strength of the concrete mix in MPa. Please note that the actual compressive strength of M20 concrete can vary depending on several factors, including the quality of materials used, the water-cement ratio, the curing conditions, and the testing procedures. To ensure the desired strength, it's essential to follow the recommended mix proportions and proper construction practices during the preparation, placing, and curing of the concrete. Additionally, testing of concrete samples is typically conducted in a laboratory environment to determine the 28-day compressive strength accurately.
Density of M30 and any fresh concrete is 2400kg/cu.m and reinforced concrete density you can take 2500 kg/cu.m
cement consumption in M-25
The mix proportion for M40 concrete is 1:1.65:2.92W/C ratio = 0.4The design calculation is as per IS mix design
The ratio of cement, sand and crushed stone in M 25 grade concrete is 1:1:2.In this grade of concrete a compressive strength not less than 25 N/mm2 is achieved in 28 days.
Mix ratio for M10 concrete is 1:3:6compressive strength is 10N/mm2 @ 28 days.1 part of cement, 3 part of sand, 6 parts of coarse aggregate.
M40 Concrete ratio 1:1.65:2.92 (cement:FA:CA)W/C ratio = 0.4As per Indian Standards.
m-30
There is no set ratio for a concrete requiring a compressive strength of m50. It is usually created according to the factors of the site condition and location.
In this M refer to Maximum compressive strength and 20 refer that concrete that with stand upto 20KN compressive strength.
upto M25 it is nominal mix but after that are the design mix which need to becalculated.....
It appears to be: 16 to 25 but only if the cylinders are 48*pi*m^2 and 75*pi*m^2
It is: 75/350 or 3/14 in its simplest form
What is mixing ratio for concrete grade 30
it should depend in which construction you going to be used the concrete....means it is used in a house or in a big project like a massive dam...........like the ratio of "C:S:A "C= CEMENT S= SAND(FINE AGREEGATE) A=AGREEGATE (COARSE AGG)IN SOME TIME IT USED AS THE RATIO OF 1:2:4OR 1:1.5:3 AND RATIO IS USED TO FIND THE QUANTITY OF SAD AND AGREEGATE...............1 cubic feet of concrete requires how much coarse aggregate and fine aggregate?ANSWER :Grade is M20 and ratio for M 20 is 1:1.5:3void ratio for cement is 100 % compressivevoid ratio for fine aggregate 20 %void ratio for coarse aggregate 32% , from IS codeNOTE : (that means cement have compressive in 100%fine Aggregate needs compressive in 20 %coarse Aggregate needs compressive 10 32 % , from IS code )total ratio for mix is 1.52cement = 1fine aggregate = 1.5coarse aggregate = 3total is 1 + 1.5 + 3 = 5.5take now all dimension meter only , convert it in feet with end of the solutionCEMENT = [(1 X 1 X 1.52 X) / 5.5 ]= 0.28 m³1 is required quantityAnother 1 is cement ratio1.52 is total compressive for concreteTotal ratio is 5.550 Kg per bag of cement is 0.0347 m³No of bags required for 1 m³ of concrete is.28 m³ / .0347 m³ = 8.07 bags take 8 bagsCEMENT = 9.88 cubic feetFINE AGGREGATE = [ ( 1 X 1.5 X 1.52 ) / 5.5 ) = 0.41 m³Here 1.5 is fine aggregate ratio , remaining is same as above.1 m³ = 35.29 cubic feet1 cubic feet = .03 m³F.AGG = 14.47 cubic feetCOARSE AGGREGATE = [ ( 1 X 3 X 1.52 ) / 5.5 ) = 0.83 m³Here 3 is ratio of coarse aggregateC. AGGREGATE = 29.29 cubic feetANS :CEMENT = 9.88 cubic feetF.AGG = 14.47 cubic feetC. AGGREGATE = 29.29 cubic feetNote : [ 100 cubic feet is 1 brass1 m³ = 35.29 f³1 f3 = 1 m³ / 35.29 = 0.03 m³