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Thank you so much 😊
Very clear explanation
Best from rest 👏 thank you mam🙏
please add video of calculating per cube and per cylinder by this ratio.
Useful information for me 👍👍👍
It's very nice and keep it up.
Thanks you mam. It was helpful for my internal😅
Most welcome 😊
From the first video only I subscribed ur channel mam
Great mam Thank you so much
Tnks for the video🐰🐰
Thank You Mam. Very Informative Content.👍
I like this video,mam for our knowledge ❤
Detailed explanation 😍👍👍
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.
Most welcome 😊
Very informative video...
Nice Explanation...
Good information madam keep going.
Superbbb I m a big fan now
Good Lesson . Please give me more details of M60 design
Very nice .. Thanks
Thanku so much
Thank you so much ❤ ...
Thank you madam🧡
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)
Ther is a little confusion
Nice explanation mam.
Thanks
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 🔥🔥🔥🔥🔥
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.
Okk 🙏 thanku
Excellent video from site point of view 👍👍
Thanks 👍
thank you so much
How can we calculate polypropylene 2.5% composition to cement by volume in this mix design?
Thank you very much, very helpful
You are welcome!
Very useful thank you
You are welcome
For standard deviation IS -10262. Table -1
Thankyou ji
Very nice video
Good video jii 😊.....
During calculation of water content, you already reduced in W/C ratio.
Good content,, expecting more always
What is the use of the graph given in Page 4 of IS 10262:2019 code?
Thxxxxx❣️
Super madam
I like this video madam
I want that to do you calculate while mix
Super thank you
Welcome 😊
I want you to design M35-grade concrete for the same conditions as in this video and get a different output than this.
great explanation
Glad it was helpful!
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
Answer mila kya bro???
Yes bro admixture nahi diya to used assume karana padta hai
good video... well explained
Glad it was helpful!
Thank you very much mam
Most welcome 😊
Good explanation mam
Glad you liked it
Super explanation 👍
Thank you 🙂
Can we design trial mix according to strength of Section 1700 morth .
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.....
Ya great
How did you get volume of fine aggregate? You haven't mentioned or calculated in video.
Please check step no.5. Volume of coarse aggregate is calculated. 1 - volume of coarese aggregare is volume of fine aggregate.
Mam volume of CA and FA is changed not same
@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)
👍
Thanks you Sir for your valuable explanation and crystal clear concept conveyance.It really helped me alot. 😃🙏💐🍫
#KEEPUPTHEGREATWORK !!!
You are most welcome
in step 5, you took the w/c ratio as 0.5, again why you reduce the volume of coarse aggregate
Same doubt 🧐
MAM EXPLAINED VERY WELL PLS DO FOR M30
Thank you.
Please refer for M30 grade
th-cam.com/video/TZPoRXEM4YQ/w-d-xo.html
Thank you 😊 mam
But from where we get information like 60 percent corse aggregate and 40 percent fine
How to calculate fine aggregate
Volume of coarse aggregate is calculated. 1 - volume of coarse aggregate is volume of fine aggregate
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
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.
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 ?
How can calculate volume of fine aggregate
This video is a very simple explanation video with majority details missing, pls refer to is 10262:2019 for detailed explanantion.
volume of fine aggregate= 1 - volume of coarse aggregate
@@civilshorts13754why 1..
Madam please upload video on M25 Mix design Calculation
Mam can you put M 25 and M35
Mam...when slump will 70mm then which percentage hav been take mam....?
Madam pls do for M 30 AND M 4P GRADE ALSO
Same bro...but values only change
See in the code book
How to calculate vol of fine aggregate
Hello, please send me the calculation matrix for the mix design
Normaly m20 mix like 1:1.5:3 for1m3??
Why u take .5 wc ratio only?
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
You can assume admixture and then solve it.
Hello mam it's IS 10262 : 2009
Not 2019 please correct it 😊
The recent version is IS-10262-2019. Please check.
Madam can u provide excel sheet
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
Just subtract vol of coarse from 1 because we have calculated ratio
Hi maam, may i ask for the Soft Copy of that Book maam. I need to study this, Thank You in advance.😊
You can join channel membership to get the soft copy.
Right answer is 1:1:5:3 ur answer is 1:2:3:0.49
How i find fine aggregate you just show there coarse aggregate where fine aggregate proportion???.... 17:08
Volume of fine aggregate = 1-Volume of coarse aggregate
M30
Kindly refer to the below link
th-cam.com/video/TZPoRXEM4YQ/w-d-xo.html
Langveg hindi me bhejiga please
Madam,can u share this in PPT of Mix design M20 & M30
Kindly join channel membership to avail Pdf files.
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...???
Mam ur calculation r wrong plzzz check
but mam volume of fine aggregate kaise nikala
Volume of fine aggregate = 1-Volume of coarse aggregate
@@CivilEngineeringMastery thanks mam🙏
At last Your ratio calculation is also wrong 821/315= 2.60
All wrong
@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
Volume of Fine Aggregate = 1 - Volume of coarse aggregate = 1- 0.549 = 0.451
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