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IS 456 Most Important Point Part- 1

IS 456 Most Important Point

Important Point

  • Metakaolin IMP Point As Per IS 456
  • Aggregates  IMP Point As Per IS 456
  • Water in Concrete IMP Point As Per IS 456
  • Slump Test IMP Point As Per IS 456
  • Water Cement Ratio IMP Point As Per IS 456
  • Standard Deviation for Concrete IMP Point As Per IS 456

Metakaolin IMP Point As Per IS 456

• Metakaolin having fineness between 700 to 900 m2/kg may be used as pozzolanic material in concrete. (As Per IS Code-456, P-13, Cl. No: 5.2.1.4)

• Note-Metaknoline is obtained by calcination of pure or refined kaolinitic clay at a temperature between 650oC and 850oC, followed by grinding to achieve a fineness of 700 to 900 m2/kg. The resulting material has high pozzolanic.

Aggregates  IMP Point As Per IS 456

• Aggregates should not contain more than 0.5 % of sulfates as SO3 and should not absorb more than 10 % of their own mass of water. (As Per IS Code-456, P-14, Cl. No: 5.3.1)

• For heavily reinforced concrete members as in the case of ribs of main beams, the nominal maximum size of the aggregate should usually be restricted to (As Per IS Code-456, P-14, Cl. No: 5.3.3.1)

• 5 mm less than the minimum clear distance between the main bars

or

• 5 mm less than the minimum cover to the reinforcement, whichever is smaller.

Water in Concrete IMP Point As Per IS 456

• Water in Concrete (As Per IS Code-456, P-14, Cl. No: 5.4)

Water used for mixing and curing shall be clean and free from injurious amounts of oils, acids, alkalis, salts, sugar, organic materials, or other substances that may be deleterious to concrete or steel.

Slump Test IMP Point As Per IS 456

• Slump Test  & Workability (As Per Is Code 456, P-17, Cl. No: 7.1)

Placing Conditions  Degree of Workability  Slump  (mm)
Blinding concrete; Very low As Per Is 456, P-17, Cl 7.1.1
Shallow sections;
Pavements using pavers
Mass concrete; Low 25mm -75 mm
Lightly reinforced
sections in slabs,
beams, walls, columns;
Floors;
Hand placed pavements;
Canal lining;
Strip footings Medium 50mm -100 mm
Heavily reinforced
sections in slabs,
beams, walls, columns; 75mm -100 mm
Slipform work;
Pumped concrete
Trench fill; High 100 mm -150 mm
In-situ piling
Tremie concrete Very high As Per Is 456, P-17, Cl 7.1.2

Water Cement Ratio IMP Point As Per IS 456

• Water Cement Ratio (As Per IS Code-456, P-17, Cl. No: 8.2.4.1)(As Per IS Code-456, Table- 5, P-20)

Minimum Grade of Concrete. Maximum Free Water- Cement Ratio Minimum Cement Content  kg/m3
Plain Concrete 
– 0.60 220
M 15 0.60 240
M 20 0.50 250
M 20 0.45 260
M 25 0.40 280
Reinforced Concrete 
M 20 0.55 300
M 25 0.50 300
M 30 0.45 320
M 35 0.45 340
M 40 0.40 360

• As Per Is 456 P, 20 Cl 8.2.4.1, Cement contains in Concrete for 20 mm aggregate as per the above table &  10 mm & 40 mm aggregate add additional cement as per IS Code as below

Sr No. Nominal Maximum Aggregate Size
mm
Adjustments to Minimum Cement Contents in as per above table
kg/m3
1 10 + 40
2 20 0
3 40 – 30

Standard Deviation for Concrete IMP Point As Per IS 456

• As per Is 456 – Standard Deviation for Concrete. this standard deviation use in concrete after the bulk cube failure of concrete. (As Per IS Code-456, P-22, Cl. No: 9.2.4.1)

• Standard deviation based on the test strength of a sample.

• A number of test results of the samples– The total number of test strength of samples required to constitute an acceptable record for calculation of standard deviation shall be not less than 30.

• Attempts should be made to obtain the 30 samples, as early as possible, when a mix is used for the first time.

• In case of significant changes in concrete:  When significant changes are made in the production of concrete batches(for example changes in the materials used, mix design, equipment or technical control),

• The standard deviation value shall be separately calculated for such batches of concrete.

• Standard deviation to be brought up to date: The calculation of the standard deviation shall be brought up to date after every change of mix design.

Grade of concrete Assumed Standard Deviation N/mm2
M 10 3.5
M 15
M 20 4.0
M 25
M 30 5.0
M 35
M 40
M 45
M 50

Assumed Standard Deviation (As Per IS Code-456, P-23, Table-8)

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By Krunal Rajput

About Krunal Rajput

Hey, I am Krunal Rajput. The Man Behind CivilJungle. I started this site to spread knowledge about Civil Engineering. I am a Degree Holder in Civil Engineering.

You can find him on Facebook, Twitter, Tumblr, Instagram and Google News.

Comments

  1. Althaf Ahammed says

    25th June 2020 at 6:43 am

    R.c.c work , plastering work, r r masonry work. P.c.c work , tile work , painting work , carpentry work etc . Please calculation method of materials calculation per m3 or m2

    Reply
  2. Saurabh says

    22nd November 2020 at 7:56 pm

    Nice article

    Reply
    • Krunal Rajput says

      22nd November 2020 at 8:50 pm

      Thanks

      Reply
  3. Rinkit says

    3rd January 2021 at 11:20 am

    Good Job. Best Place to get Civil Engineering Knowledge.

    Reply
    • Krunal Rajput says

      3rd January 2021 at 12:14 pm

      Thanks, Dear

      Reply

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