Acceptance criteria for Concrete || RCC

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  • Опубліковано 8 вер 2017
  • This Booster will help you to understand the criterion for acceptance of concrete as per IS 456:2000.
    Basically, there are two criterion for concrete.
    Compressive Strength for Cube sample.
    Flexural Strength for Beam sample.

КОМЕНТАРІ • 28

  • @ashokrajam7847
    @ashokrajam7847 4 роки тому

    1st I try to mug up this table now very easy to me very very tq sir

  • @sandipganguly7939
    @sandipganguly7939 4 роки тому

    Very nice..........

  • @karanchouhan48
    @karanchouhan48 6 років тому

    Excellent sir

  • @AshishSingh-fs3we
    @AshishSingh-fs3we Рік тому

    Very nicely briefing sir

  • @pankajkumar-jo5sp
    @pankajkumar-jo5sp 3 роки тому +1

    Great thanks .

  • @VarikS2
    @VarikS2 3 роки тому +1

    Nice bro thanks

  • @kashmira7754
    @kashmira7754 5 років тому

    Great👍🏼

  • @swathik1183
    @swathik1183 6 років тому

    How you calculate the percentage between individual cubes

  • @venkataratnamgogu6599
    @venkataratnamgogu6599 Рік тому

    Very good

  • @symple-pedia8211
    @symple-pedia8211 6 років тому

    Great video and greater illustration, well done :) May I ask, why you specify the number of samples per group to 4? I mean, what about 3 samples per group (just like the validation) ?
    and the other thing is, let's say we poured a 150 cubic meters of concrete and we took 6 samples for the compression test (3 after 7 days, 3 after 28 days), what if the samples' validation fails for one of the samples after 28 days? what can we do?

    • @MachenLink
      @MachenLink  6 років тому +2

      Hi Husain
      For concrete quantity up to 30 m3 (where the number of samples to be taken is less than four,) as per frequency of sampling given in 15.2.2, the mean of test results of all such samples shall be fck + 4 N/mm2, minimum
      The requirement of minimum individual test results shall be fck - 2 N/mm2, minimum. However, when the number of samples is only one as per 15.2.2, the requirement shall be fck + 4 N/mm2, minimum.
      One more thing,...
      In the absence of established value of standard deviation, the values given in Table 8 (IS: 456-2000) may be assumed, and attempt should be made to obtained results of 30 samples as early as possible to establish the value of standard deviation.
      Show less
      REPLY

    • @ankitagrawal9388
      @ankitagrawal9388 6 років тому

      PLEASE READ THE QUESTION CAREFULLY, YOU HAVENT ANSWERED EVEN CLOSE TO WHAT HE HAS ASKED FOR. I TOO HAD THE SAME QUESTION??? PLEASE REPLY

  • @ashishsingh-os8bt
    @ashishsingh-os8bt 6 років тому

    gjb

  • @dipascreation4949
    @dipascreation4949 6 років тому

    Thank you so much sir.pls upload RCC videos pls sir

    • @MachenLink
      @MachenLink  6 років тому

      Hey Beauty Mondal,
      You can access our full RCC series on www.machenLink.com
      Thanks !

  • @laxmansamala8378
    @laxmansamala8378 4 роки тому

    Sir
    I have an doubt regard 7days and 28 days strength
    Is there any condition that 7days compressive strength is 70% of 28 days compressive strength. Why I'm asking this means I have mix design of M15 in that he gave target strength as 23Mpa according to this what is 7 days strength
    Is 70% of target strength or 70% of characteristics strength

  • @anshulthakur9863
    @anshulthakur9863 6 років тому +2

    How do you calculate individual variation

    • @tariqwani2631
      @tariqwani2631 5 років тому +2

      (Individual strength - avg strength)÷(avg strength )*100

  • @ketanrathod2854
    @ketanrathod2854 6 років тому +1

    yes I would like to ask that for particular 28 days of testing if I have less than 4 sets say 3 no of set..than how will i confirm the acceptance criteria. Can i consider one set from next day of testing so that i can merge 4 no of test result as non overlapping consecutive test samples result.? Kindly revered asap

    • @ketanrathod2854
      @ketanrathod2854 6 років тому

      ???

    • @MachenLink
      @MachenLink  6 років тому

      Hi Ketan,
      For concrete quantity up to 30 m3 (where the number of samples to be taken is less than four,) as per frequency of sampling given in 15.2.2, the mean of test results of all such samples shall be fck + 4 N/mm2, minimum
      The requirement of minimum individual test results shall be fck - 2 N/mm2, minimum. However, when the number of samples is only one as per 15.2.2, the requirement shall be fck + 4 N/mm2, minimum.
      One more thing,...
      In the absence of established value of standard deviation, the values given in Table 8 (IS: 456-2000) may be assumed, and attempt should be made to obtained results of 30 samples as early as possible to establish the value of standard deviation.

  • @civilideas1925
    @civilideas1925 2 роки тому +1

    👍🏻

  • @flowchart-jo4hn
    @flowchart-jo4hn 4 роки тому

    what to do if concrete is not acceptable?

  • @flowchart-jo4hn
    @flowchart-jo4hn 4 роки тому

    here individual test result means not the individual cube result, it is average of 3 cubes

  • @rajnishsingh7881
    @rajnishsingh7881 3 роки тому

    Soil test also

  • @srinureddy8399
    @srinureddy8399 3 роки тому

    2013 amendment came check

  • @VaibhavSharma-eg6ml
    @VaibhavSharma-eg6ml 6 років тому

    What is fck?