CONCRETE MIX DESIGN AS PER IS 10262:2009 - SlideShare

Step3 Selection Of Water Content. • From table – 2, IS-10262:2009 (For 20mm nominal max. size of aggregate & 25 to 50mm slump) Max WC = 186 kg/m3 # Correction for slump in water content (according to clause 4.2, IS:10262) Slump = 100 mm Correct WC for 100 mm slump = 186 + 6% = 197.16 kg 197 kg of water per m3 of concrete.

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IS 10262: Guidelines for concrete mix design proportioning

Oct 10, 2017. #1. 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.

Concrete Mix Design as per IS 10262-2009 - The …

This method of concrete mix design consist of following 11 steps. Design specification. Testing of materials. Calculating target strength for mix proportioning. Selecting water/cement ratio. Calculating water content. Calculating cement content. Finding out volume proportions for Coarse aggregate & fine aggregate.

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IS 10262 - 2009 - [PDF Document]

Evaluation of Strength and Durability of Waste Plastic Mix 15-201.pdfingredients, the final design mix was prepared for M20, M25 …

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[Solved] As per IS 10262 – 2009, the maximum water content to b

As per IS 10262 – 2009, the maximum water content to be taken for concrete mix design, per cubic metre of concrete, for nominal maximum size of 10 mm is: This question was previously asked in. NWDA JE CE 2019 Official Paper Download PDF Attempt Online. View all NWDA JE Papers > 165 litre; 208 litre;

Is code 10262 - slideshare.net

2. IS CODE 10262:2009 CODE FOR CONCRETE MIX PROPORTIONING. 3. Concrete Mix Design Procedure as per IS:10262 – 2009 1. Calculation of target strength of concrete 2. Selection of water-cement ratio 3. Selection of water content for concrete 4. Selection of cement content for concrete 5. Proportion of calculation of coarse and fine aggregate 6.

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Standard Water to Cement Ratios In Concrete - Union Quarries

The water-cement ratio is the weight of the water in your concrete relative to the weight of cement. Normally, according to IS code 10262 (2009), your nominal mix should have a ratio between 0.4 and 0.6. However, depending on the type of concrete, the compressive strength you need and your environment, you may want a higher or lower ratio.

M-35 Mix Designs as per IS-10262-2009 - Civil Engineering Portal

By Raj Mohammad Khan Following table shows the M-35 Mix Designs as per IS-10262-2009, hope this helps all civil engineers here CONCRETE MIX DESIGN As per IS 10262-2009 & MORT&H A-1 Stipulations for Proportioning 1 Grade Designation M35 2 Type of Cement OPC 53 grade confirming to IS-12269-1987 3 Maximum Nominal Aggregate Size 20 mm...

M-20 Mix Designs as per IS-10262-2009 - Civil Engineering Portal

By Raj Mohammad Khan Following table shows the M-20 Mix Designs as per IS-10262-2009, hope this helps all civil engineers here M-20 CONCRETE MIX DESIGN As per IS 10262-2009 & MORT&H A-1 Stipulations for Proportioning 1 Grade Designation M20 2 Type of Cement OPC 53 grade confirming to IS-12269-1987 3 Maximum Nominal Aggregate Size 20...

IS-10262-2009-CONCRETE MIX DESIGN - CivilBlog.Org

Updated on 18.02.2019 | This post describes how to do a design mix of concrete as per revised version of IS:10262-2009, for ordinary and standard grade of concrete.

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Concrete Mix Proportioning — Guidelines ( Second Revision ) …

This standard was first published in 1982 and subsequently revised in 2009. In the first revision, the title of the standard was modified as 'Concrete mix proportioning — Guidelines' from 'Recommended guidelines for concrete mix design'. The major changes in the first revision had been, restricting the applicability of the standard to

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IS 10262 – 2009 : Recommended Guide Lines for Concrete Mix Design. CLICK TO DOWNLOAD. Disclaimer: Learning Technology does not own this IS Codes, neither created nor scanned. We provide the link which is already available on the internet for study purposes only.

IS 10262 (2009): Guidelines for concrete mix design …

IS 10262 : 2009 Indian Standard CONCRETE MIX PROPORTIONING - GUIDELINES ( First Revision) 1 SCOPE 2 REFERENCES 3 DATA FOR MIXPROPORTIONING 3.1 The following data arc required for mix proportioning ofa particulargrade ofconcrete: where 3.2 Target Strength for Mix Proportioning In order that not more than the specified proportion

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IS 10262 (2009): Guidelines for concrete mix design …

IS 10262: 2009 4 SELECTION OF MIX PROPORTIONS Table 1 Assumed StandardDeviation (Clauses 3.2.1.2, A-3and B-3) 4.1 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

Concrete mix proportioning as per is 10262:2009-comparison …

In this paper a study on mix designs of Indian standard method IS 10262: 2009, American concrete institute ACI 211.1-1991 and British standards BS 8500-1:2006 has been made for M15, M30 and M45 ...

M30 concrete mix design -Steps|IS-10262:2009 |IS-456:2000

Step 4: Selection of water content and fine to total aggregate ratio. The selection of water content is based on Table 2 of IS:10262:2009. Maximum water content for 20 mm aggregate and a slump value of 25 to 50 mm = 186.00 l. But in our problem the value of slump is 100 mm, so we need to alter the water content. Estimated water content.

IS 10262-1982 Vs IS 10262-2009: A Discussion - Civil Engineering …

By Narasingha Mohanta (Research Officer, Zonal Laboratory (R&B) Balangir) Abstract: IS:10262 is the code specified by Bureau of Indian Standards for Concrete Mix Design. The code came to existence in the year 1982. Keeping pace with the advancing technology the code has been revised in December 2009. Significant changes have been made in the revised...

M-40 Mix Design as per IS-10262-2009 - Civil Engineering Realities

M-40 Mix Designs as per IS-10262-2009 . Differences between: OPC cement vs PPC cement. Hydraulic lime vs Fatlime. Bolt vs Screw. Concrete vs Mortar. CPM vs PERT. Pier vs Abutment. Culvert vs Bridge. Whole Circle Bearing vs Quadrantal Bearing. Lintel level vs Sill level vs Plinth level.

M-25 Mix Designs as per IS-10262-2009 - Civil Engineering Portal

By Raj Mohammad Khan Following table shows the M-25Mix Designs as per IS-10262-2009, hope this helps all civil engineers here M-25 CONCRETE MIX DESIGN As per IS 10262-2009 & MORT&H A-1 Stipulations for Proportioning 1 Grade Designation M25 2 Type of Cement OPC 53 grade confirming to IS-12269-1987 3 Maximum Nominal Aggregate Size 20 mm...

IS 10262: Guidelines for concrete mix design proportioning

IS 10262: Guidelines for concrete mix design proportioning Item Preview remove-circle Share or Embed This Item. Share to Twitter. Share to Facebook. ... gov.in.is.10262.2009 Identifier-ark ark:/13960/t5fb6z65m Ocr ABBYY FineReader 8.0 Ppi 300 Rights Published under the auspices of the Right to Information Act 2005. plus-circle Add Review.