self compacting concrete mix design excel sheet

We are describing formula of concrete mix design calculation for M30 Grade of Concrete Mix Design but you can use this formula for any grade of concreteįormula : Volume of material content = material weight / ( material specific gravity * total volume )Ĭement Content = 350 / 3.15 x 1000 = 0.111 Cu.M. Hence Coarse aggregate content for MSA 20 mm: 60%Ĭourse Aggregate Proportions ( 20 mm : 10 mm ) : 50% M30 Grade of Concrete Mix Design Calculation Formula Proportion of Volume of Coarse and Fine Aggregate Content for M30 Grade of Concrete Mix Design Minimum cement content as per MORTH – 360 kg/cum For each 25 mm increase in slump 3% water can be increased as per clause No. The above-estimated water is suggested for a slump range of 25 to 50 mm in the above mentioned IS code. Water Content as per Table 2, of IS: 10262:2009 for 20 mm maximum size of aggregate IS: 186 litres. Selection of Water for M30 Grade of Concrete Mix Design Maximum Water Cement Ratio Permitted As per MORTH Clause – 1715.2: 0.40.

Selection of Water Cement Ratio for M30 Grade of Concrete Mix design σ = Standard deviation is 5.0 M30 (from table 8 of IS:456-2000).k = Himsworth constant for 5% risk factor is 1.65.fck = characteristic strength below which certain percentage of test results are expected to fall.Target Mean Strength for M30 Grade of Concrete Mix Design as per MORTH Table 1700-8 specification ( 5th revision ) Required Data for M30 Grade of Concrete Mix DesignĬharacteristic Compressive Strength: 30 Mpa What Is the Compressive Strength of M30 Grade Concrete?.How Many Bags of Cement Do I Need for M30 Concrete?.Which Cement Is Better 43 Grade or 53 Grade?.What Is the Strongest Concrete Mix Ratio?.Trial Mix: 2 ( for M30 Grade of Concrete Mix Design).Why Wet Cubes Get lower Strength than Dry Cubes.Trial Mix:1, (For M30 Grade Concrete Mix Design).M30 Grade of Concrete Mix Design Calculation Formula.Required Data for M30 Grade of Concrete Mix Design.

Self compacting concrete mix design excel sheet