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  • Note 1 For every 177 005 increase or decrease change in w/c the coarse aggregate proportion is to be changed by 001If the w/c is less than 05 volume of coarse aggregate is required to be increased to reduce the fine aggregate content in mix If water cement ratio is more than 05 volume of coarse aggregate is to be reduced to increase the fine aggregate content...

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  • IS 10262 2009 4 SELECTION OF MIX PROPORTIONS Table 1 Assumed StandardDeviation Clauses 3212 A-3 and B-3 41 Selection of Water-CementRatio su Note Different cements supplementary cementitious NOTE - The above values correspond to the site control having proper storage of cement weigh batching of all...

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  • IS 10262 2009 4 SELECTION OF MIX PROPORTIONS Table 1 Assumed StandardDeviation Clauses 3212 A-3and B-3 41 Selection of Water-CementRatio su Note Different cements supplementary cementitious NOTE - The above values correspond to the site control having proper storage of cement weigh batching of all...

  • Procedure for concrete mix design calculation as per IS 10262-2009 based on strength and durability workability economy is discussed in this article To produce concrete of required strength and properties selection of ingredients and their quantity is to be found which...

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  • Jul 31 2020 0183 32 IS 10262 Guidelines for concrete mix design proportioning by Bureau of Indian Standards Publication date 2009 Name of Standards Organization Bureau of Indian Standards BIS Division Name Civil Engineering Section Name Cement and Concrete CED 2 Designator of Legally Binding Document IS 10262 Title of Legally Binding Document Guidelines for concrete mix design proportioning...

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  • Feb 06 2017 0183 32 It is a software tool for concrete mix design based on IS 10262 2009 In this tool design mix proportions will be calculated as per Indian standards Along...

  • Source IS 10262-2009 ii Selection of water-cement ratio The Different cements supplementary cementitious materials and aggregates of different maximum size grading surface texture shape and other characteristics may produce concretes of different compressive strength for the same free...

  • Impurities Free from organic/ mineral impurity Compactness Should be graded for reducing voids Typical limits for solids in water Solids Permissible limits 10262 42 First Revision -2009 Step 1 Determine Target mean strength of concrete as ft = f ck k s where ft= target mean compressive 43 strength at 28 days...

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  • IS 10262 2009 The new code explains the mix proportioning procedure using a typical mix design problem Table 1 shows that the basic data required for new BIS method is similar to that of the ACI method of mix design The new BIS is applicable to ordinary and standard concrete grades only6 The durability requirements limitations on...

  • Mar 26 2019 0183 32 This video explain the procedure for concrete mix design as per IS 10262-2009 with solved exampl concretemixdesign cement mixdesign concreteconstruction...

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