Mix Design-M20 grade concrete | Concrete mix design for M20 grade as per IS-10262-2019 & IS-456:2000

[@kanyasreenivas7820]

Thank you so much 😊 Very clear explanation

[@kartiksb]

Thank u so much mam tomorrow I was having exam but i don't know anything about this topic after watching ur video it was very helpful for me.

[@CivilEngineeringMastery]

Most welcome 😊

[@amitKumar-bx5wv]

Best from rest 👏 thank you mam🙏

[@abhiraam19]

From the first video only I subscribed ur channel mam

[@EngKinyua]

Good Lesson . Please give me more details of M60 design

[@rajachandranraja8639]

It's very nice and keep it up.

[@gurudronbind3804]

I like this video,mam for our knowledge ❤

[@animesiq]

Mam , why you disturbing my peace..the explanation wastoo clean. Now i have to study this. i will qualify this time. (my 4th chance. everyone pray for me)

[@mrperfectboy0381]

Ther is a little confusion

[@sathiyamoorthib8010]

Useful information for me 👍👍👍

[@withoutad.arsnoad488]

Superbbb I m a big fan now

[@dhananjaysrokade9591]

Parameter : Details Grade designation : M25 Standard deviation,s : 4.00 Factor based on the grade of concrete, X : 5.50 Type of cement : OPC 53 grade conforming to IS 8112 Workability : 75 mm (slump) Exposure conditions : Moderate (for RCC) Degree of supervision : Good Maximum cement content : 450 kg/m3 Type of aggregate : Angular coarse aggregate Specific gravity of cement : 3.15 Specific gravity of coarse aggregate : 2.70 and fine aggregate Water absorption of coarse aggregate : 0.50% Water absorption of fine aggregate : 1.00% Free surface moisture for coarse aggregate Nil Free surface moisture for fine aggregate Nil

[@shivamchikane2012]

Answer mila kya bro???

[@dhananjaysrokade9591]

Yes bro admixture nahi diya to used assume karana padta hai

[@a_d007_1]

Thank You Mam. Very Informative Content.👍

[@reddyred8334]

Thanks you mam. It was helpful for my internal😅

[@CivilEngineeringMastery]

Most welcome 😊

[@hanumagatala]

Detailed explanation 😍👍👍

[@akashisenju9386]

Tnks for the video🐰🐰

[@abhishekprakashrockey]

please add video of calculating per cube and per cylinder by this ratio.

[@M.S.U_Engineering]

Nice explanation mam.

[@durgaraocheemala7789]

Good information madam keep going.

[@chandrashekar5933]

Thank you madam🧡

[@virajwaghmare9402]

Great mam Thank you so much

[@chiteshkumarrahangdale1156]

Nice Explanation...

[@saurabhjamadagni3510]

Very informative video...

[@ashrafulalam4884]

Good content,, expecting more always

[@abh_inav833]

Thanks for that mam very nice explanation 🙏🙏🙏🙏😌 , Mam but 1 confusion is m20, m25,m30,m40 only these concrete mix design grade we will be learned and then solved the all question solution like this method . Not need any other rules please reply mam.And vedio is very nyc fully addicted explanation 🔥🔥🔥🔥🔥

[@CivilEngineeringMastery]

This procedure is the standard one as per IS-10262-2019 for standard concrete. For high-strength concrete refer to section 3 of IS-10262-2019.

[@abh_inav833]

Okk 🙏 thanku

[@RavindraSingh-yz2yv]

Excellent video from site point of view 👍👍

[@CivilEngineeringMastery]

Thanks 👍

[@bharatpatil8435]

Very nice video

[@devanthchandrashekar2939]

Thank you very much, very helpful

[@CivilEngineeringMastery]

You are welcome!

[@gurudronbind3804]

I like this video madam I want that to do you calculate while mix

[@praveenkumar-150-24]

Good explanation mam

[@CivilEngineeringMastery]

Glad you liked it

[@Gowshalya-xx4mb]

Very useful thank you

[@CivilEngineeringMastery]

You are welcome

[@nandyalakotireddy661]

How can we calculate polypropylene 2.5% composition to cement by volume in this mix design?

[@umairuddinshaikh8579]

During calculation of water content, you already reduced in W/C ratio.

[@omkarmane4510]

Thanku so much

[@vishalpatole-jy9il]

Right answer is 1:1:5:3 ur answer is 1:2:3:0.49

[@paulossemegnew]

Thanks

[@memoriesofwanderer]

I want you to design M35-grade concrete for the same conditions as in this video and get a different output than this.

[@nihalnih6187]

Thank you so much ❤ ...

[@aniketnathabangar8018]

What is the use of the graph given in Page 4 of IS 10262:2019 code?

[@royalsgaming03]

great explanation

[@CivilEngineeringMastery]

Glad it was helpful!

[@a.sushanth1614]

Super madam

[@AdityaGupta-im1qf]

thank you so much

[@kathiobulesh1134]

Good video jii 😊.....

[@abhishekkatoch6189]

Can we design trial mix according to strength of Section 1700 morth .

[@omkar_pukale_op6645]

This is ssd mix design or not?

[@yaparlaganesh5569]

Little doubt....ma'am unit weight of RCC is 2500 then these are added = 2500 haa In case of all materials weighed but didn't get value of 2500 then what to do?? please explain it.....

[@mohantejanani8483]

Super thank you

[@CivilEngineeringMastery]

Welcome 😊

[@vedantsuryawanshi2920]

Thanks you Sir for your valuable explanation and crystal clear concept conveyance.It really helped me alot. 😃🙏💐🍫 #KEEPUPTHEGREATWORK !!!

[@CivilEngineeringMastery]

You are most welcome

[@roshanyadav5094]

Thank you 😊 mam But from where we get information like 60 percent corse aggregate and 40 percent fine

[@AbhishekKumar-ff4kx]

Thxxxxx❣️

[@nh4064]

How did you get volume of fine aggregate? You haven't mentioned or calculated in video.

[@CivilEngineeringMastery]

Please check step no.5. Volume of coarse aggregate is calculated. 1 - volume of coarese aggregare is volume of fine aggregate.

[@asadqayyum7462]

Mam volume of CA and FA is changed not same

[@sagarkumbhar8537]

​​@CivilEngineeringMastery repected madam , while calculation of mass of FA in that formula you take vol of FA is 0.451 cum that is not calculated please let me by where u put this value (i.e vol of FA is 0.451 cum)

[@abhiedits8997]

Mam...when slump will 70mm then which percentage hav been take mam....?

[@vjyvncnt]

Normaly m20 mix like 1:1.5:3 for1m3??

[@chinmayaray5493]

For standard deviation IS -10262. Table -1

[@hcStructuralDesigns]

in step 5, you took the w/c ratio as 0.5, again why you reduce the volume of coarse aggregate

[@Sumit_civil]

Same doubt 🧐

[@resunrichard7502]

Super explanation 👍

[@CivilEngineeringMastery]

Thank you 🙂

[@leonardoz.wongbae9165]

Hello, please send me the calculation matrix for the mix design

[@chetanmanik7770]

Why u take .5 wc ratio only?

[@yugendralanje4899]

Thank you very much mam

[@CivilEngineeringMastery]

Most welcome 😊

[@dhananjaysrokade9591]

If in the given problem admixture data is not given so What I do for that type of situation? Because in my exam numerical they dont give admixture or super plasticsizer data please help me for this query

[@CivilEngineeringMastery]

You can assume admixture and then solve it.

[@jithinms2382]

good video... well explained

[@CivilEngineeringMastery]

Glad it was helpful!

[@ashishsihorecivilengineera5399]

Thankyou ji

[@Sivisiva124]

Mam can you put M 25 and M35

[@narendrarbhagyaa1012]

MAM EXPLAINED VERY WELL PLS DO FOR M30

[@CivilEngineeringMastery]

Thank you. Please refer for M30 grade kzbin.info/www/bejne/iouzoIWOerJnj7M

[@ManjeetDev]

How is 20mm nominal size is done 60% and 40% at last part of coarse aggregate part? And what to do in 40mm nominal aggregate ?

[@Sai-bk4ly]

Hii mam u are forget to find the volume of fine aggregate but you put the value 0.451 you didn't shown that step

[@ujjawalpandey5149]

Just subtract vol of coarse from 1 because we have calculated ratio

[@akshaysavalamath412]

How to calculate fine aggregate

[@civilshorts13754]

Volume of coarse aggregate is calculated. 1 - volume of coarse aggregate is volume of fine aggregate

[@rowdy7267]

Hello mam it's IS 10262 : 2009 Not 2019 please correct it 😊

[@CivilEngineeringMastery]

The recent version is IS-10262-2019. Please check.

[@sridhar1301]

What's the value of fine aggregate ......u didn't tell about that mam.....but u mentioned that value to calculate the mass of fine aggregate

[@CivilEngineeringMastery]

Please check step no.5. Volume of coarse aggregate is calculated. 1 - volume of coarese aggregare is volume of fine aggregate. Hope this helps.Thank you.

[@hadibandhudaleivlogs9503]

How can calculate volume of fine aggregate

[@parth999ps]

This video is a very simple explanation video with majority details missing, pls refer to is 10262:2019 for detailed explanantion.

[@civilshorts13754]

volume of fine aggregate= 1 - volume of coarse aggregate

[@vikasgamit6875]

​@@civilshorts13754why 1..

[@sailajagandreti5521]

Madam please upload video on M25 Mix design Calculation

[@ankitamajumder2445]

How i find fine aggregate you just show there coarse aggregate where fine aggregate proportion???.... 17:08

[@civilshorts13754]

Volume of fine aggregate = 1-Volume of coarse aggregate

[@YekolluPradeep0213]

Madam pls do for M 30 AND M 4P GRADE ALSO

[@skyaseen2808]

Same bro...but values only change See in the code book

[@Site-Coordinator]

Hi maam, may i ask for the Soft Copy of that Book maam. I need to study this, Thank You in advance.😊

[@CivilEngineeringMastery]

You can join channel membership to get the soft copy.

[@saravananu8574]

Ya great

[@jpmviresh]

Madam,can u share this in PPT of Mix design M20 & M30

[@CivilEngineeringMastery]

Kindly join channel membership to avail Pdf files.

[@chandrashekar5933]

Madam can u provide excel sheet

[@vishalpatole-jy9il]

Mam ur calculation r wrong plzzz check

[@sohailshaikh4716]

At last Your ratio calculation is also wrong 821/315= 2.60

[@satyveersinghyadav2470]

Langveg hindi me bhejiga please

[@surajsonawane4193]

but mam volume of fine aggregate kaise nikala

[@CivilEngineeringMastery]

Volume of fine aggregate = 1-Volume of coarse aggregate

[@surajsonawane4193]

@@CivilEngineeringMastery thanks mam🙏

[@muralisaisripraneeth7843]

Pls let me know why you are not using W/C ratio graph of IS 10262:2019 in determining appropriate W/C ratio...??? U are using directly Max w/c ratio from table 5 of IS 456 2000...???

[@mohanwali8680]

M30

[@CivilEngineeringMastery]

Kindly refer to the below link kzbin.info/www/bejne/iouzoIWOerJnj7M

[@saitejaremalli3047]

👍

[@mr.x0380]

All wrong

[@sagarkumbhar8537]

​@CivilEngineeringMastery repected madam , while calculation of mass of FA in that formula you take vol of FA is 0.451 cum that is not calculated please let me by where u put this value (i.e vol of FA is 0.451 cum

[@CivilEngineeringMastery]

Volume of Fine Aggregate = 1 - Volume of coarse aggregate = 1- 0.549 = 0.451

[@sohailshaikh4716]

How to calculate vol of fine aggregate

[@chiranjeeviam9800]

👍