THUMB RULE OF MAKING A MIX DESIGN
It is very simple to understand:
for example we need to making of mix design of grade M40 for severe conditions.
So in this case first we start from cement content
AS PER INDIAN STANDARD 456:2000 MINIMUM CEMENT CONTENT FOR M40 GRADE FOR SEVERE CONDITION IS : ( 320 KG/M3)
AND MAXIMUM WATER CEMENT RATIO IS : ( 0.45)
So here we got cement content and water cement ratio.
w/c = weight of water/weight of cementitious content
HERE WE DESIGN MIX FOR PURE OPC
Than we arrive weight of water just put value of cement and water in formula above.
we got weight of water : 144 kg
If we convert weight of cement and water into volume than we get:
volume of cement = 320/3.15 = 101.58
volume of water = 144/ 1 = 144
Than volume of Aggregate: 1000 - (101.58+144)
: 754.42
Let specific gravity of 20mm: 2.90
specific gravity of 10mm: 2.86
specific gravity of c/sand: 2.70
THAN weight of aggregate :
for 20 mm= 754.42/ (% of 20mm/ specific gravity )
for 10 mm= 754.42/ (% of 10mm/ specific gravity )
for c / sand = 754.42/ (% of sand/ specific gravity )
We derive % of aggregate by combined grading of aggregate which is explain in my previous blog check this if you miss this
Let % of 20mm : 40%
% of 10mm : 25%
% of c/ sand : 35%
IF WE PUT THIS IN ABOVE FORMULA WE GET :
754.42÷(0.40/2.90)+ 754.42÷(0.25/2.86)+754.42÷(0.35/2.7) = 2180 KG
Here 2180kg is the weight of All aggregate.
so weight of 20mm : 0.40×2180 = 872 kg
weight of 10mm : 0.25× 2180= 545 kg
weight of c / sand : 0.35 × 2180= 763 kg
THAN THE MIX DESIGN IS :
CEMENT : 320 KG ( MINIMUM)
WATER : 144 KG ( ACCORDING TO CEMENTITIOUS CONTENT)
20 MM : 872 KG
10MM : 545 KG
C / SAND : 763 KG
FOR CUBIC METER CONCRETE.
This mix design is only for knowledge purpose not applicable for high grade concrete.
THIS IS ONLY THUMB RULE TO MAKE A MIX DESIGN FASTLY OTHER WISE WE MAKE MIX DESIGN ACCORDING TO INDIAN STANDARD 10262:2019
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