Dear All, There is confusion regarding the water-cement ratio. So kindly follow the below steps The water-cement ratio is 0.45 only pls check step no.2. So we need to add 0.01 one time in step no.5. It was an error in step no.5, (0.45 -0.4= 0.05) instead of (0.5-0.45 = 0.05). Kindly ignore that and follow the water-cement ratio of 0.45 as in step no.2. Thank you.

@ramakuchimanchi7561

3 ай бұрын

Here, the value is +0.05 so, we have to decrease (-0.01) that's it or else we have to increase +0.01

Very clearly explained where you have picked the data from and justified. Thankyou madam.

Superb & easy way of explaining the topic, thank u ma'am 🙏🙏

Very informative and it's very crisp and Cristal clear. Thank you madam 🙏 Keep enhancing our knowledge.

@CivilEngineeringMastery

2 жыл бұрын

It's my pleasure

@learningofenglishgrammar8295

2 жыл бұрын

your explanation is very good and valuable for me ... thank you madam for sharing your knowledge...

Nice explaination ,Thank you so much ma'am❤

Good insights Thanks 🙏

Very Good explaination

Super explanation 🙏

Very nice mam. U explained very well...

Whoa...! Very instructive. Many thanks.

@CivilEngineeringMastery

5 ай бұрын

Glad it was helpful!

Nice explanation ❤❤

Here w/c is 0.5 for which h c.agg should be inc by 2×0.01

Nicely explained, thanks

@CivilEngineeringMastery

Жыл бұрын

Glad it was helpful!

Thank you 🙏🙏🙏 mam.....i really learned.. thanks for your valuable content ❤❤

@CivilEngineeringMastery

8 ай бұрын

Glad to hear that

Mam in every numerical you subtracted 0.5-0.4 but in this case in the step 5 why you minus 0.45 to 0.4

Good expln

Good Explained madam

How to design all the designated grades with filler like fly ash and ggbs also can you please upload mam

Thanks

அருமை

Thanks mam it’s very useful

@CivilEngineeringMastery

2 жыл бұрын

Welcome 😊

Design a M30 grade concrete mix having a slump of 50-75mm for a structure likely to be subjected to extreme exposure conditions during its service life. The aggregates available is well shaped having a nominal size of aggregate of 20mm. specific gravity of 2.62 bulk density of 1540 kg/m3, moisture content = 1.0 percent and absorption = 0.5 percent, whereas the aggregates to be used has fineness modulus of 2.40, specific gravity 2.52. bulk density 1625 kg/m3, moisture content = 5 percent, absorption 0.6 percent. The available Portland cement has specific gravity of 3.14 Use IS method of mix design for mix proportioning to estimate mix proportions.

Dear mam, kindly make a video of SCC concrete design mix process.

Thank you very much madam ...

@CivilEngineeringMastery

2 жыл бұрын

Welcome!

Hi, May you tell me What is this ratio ? this is ratio of mass or ratio of volume? For example M15 1:2:4

Good

The final ratio we got is for weights right. ie 1kg of cement 2kg of fine aggegate....and so on

Good explanation...TQ madam

@CivilEngineeringMastery

3 ай бұрын

Welcome 😊

We use the fly ash... how to calculate water content...

Thank u soo much mam

@CivilEngineeringMastery

2 жыл бұрын

Most welcome 😊

The ultimate best explaination

Good vedioo mam ek question tha agar hm cement km krte hai to w/c kaise manage krege please suggestions mam

Mam if in question they also given the air content so what to do

Thank you soo much mam

@CivilEngineeringMastery

Жыл бұрын

Most welcome 😊

Nice video. Please send us other informative videos.

@CivilEngineeringMastery

2 жыл бұрын

Sure 👍

How we adjust water absorb by aggregate.

Dhanyawad kaku

@sarthakk5916

Ай бұрын

😂

Thankyou so much you are wonderful

Can I use some percentage of glass powder or fly ash as a replacement of cement content??..Will I get the strength if I replace the cement??.... please tell me

@nikhilnaik9303

5 ай бұрын

Glass fibers shall be a good idea

Good evening, where to download the tables reference being mentioned in the ACI method. Thank you

@CivilEngineeringMastery

2 жыл бұрын

It is Indian Standard(IS) code.

Thank you ji

@CivilEngineeringMastery

2 жыл бұрын

Welcome

For Moderate environmental exposure condition how much w/c ratio has to be taken ma'am...

please this vedio again upload because shighting probleme, like smoky

Many thank teacher! And dow can I get this code book?

@CivilEngineeringMastery

2 жыл бұрын

You can download from google.

Thank you mam ek video Hindi language me bna dijiye please ❤

How to get the zone selection ???

For m 35 and m40?

Can I get this PDF

Super plastisizer mam Apne kitna use kiya

@CivilEngineeringMastery

2 жыл бұрын

1.1% of cement.

Do you have a link of this is code pdf

Thank you kaise 10 MM and 20MM ka proportion find out kare

Mam I love u 💗 💓 💛 ❤ 💖 💕 💗 💓 💛 mam I've understand

Ma'am can I have pdf of this problem ..I feel happy on ur reply ..

@CivilEngineeringMastery

2 жыл бұрын

Send an email to civilengineeringmastery@gmail.com

How to take Mass of admixture 1.1% of cement

@balajibalu2558

2 жыл бұрын

Assumption 1.1%

Mam, how to calculate for 7 days .

Mam after using admixture w/c ratio will be 0.4. Then in step no.5 i.e. aggregate proportion step you added 0.01 one time only. Actually from 0.5 to 0.4 it is need to add 0.01, 2 times. Am i correct? Or any understanding mistake? Waiting for your reply mam.

@CivilEngineeringMastery

2 жыл бұрын

No. The water-cement ratio is 0.45 only pls check step no.2. So we need to add 0.01 one time only. It was an error in step no.5 (w/c -0.5). Kindly ignore that and follow the water-cement ratio of 0.45 as in step no.2.

@vinayvandale6508

Жыл бұрын

@@CivilEngineeringMastery But for calculating cement content you used water-cement ratio as 0.4

@santhoshcivil3316

11 ай бұрын

​@@CivilEngineeringMastery Which water cement ratio we have to consider mam..

@user-iv4ti7ux7z

7 ай бұрын

Madam once check the value of volume of coarse aggregate 0.549 is not correct madam 0.567 is correct

Coarse aggregate volume need to be checked again... Pls

@DevanshSanghvi-zk6cm

Жыл бұрын

Ya its wrong - correct value is 0.567

Why is 1000 is taken mam every time calculating mix calculation

Hello ma'am At 12.40 moment there is mistake ,the calculated W/C ratio is .4 but u use the .45 thereby ur calculated value of volm of C.A is wrong & also next value is errorful , so please justify the mistake .

@CivilEngineeringMastery

Жыл бұрын

The water-cement ratio is 0.45 only pls check step no.2. So we need to add 0.01 one time in step no.5. It was an error in step no.5, (0.45 -0.4= 0.05) instead of (0.5-0.45 = 0.05). Kindly ignore that and follow the water-cement ratio of 0.45 as in step no.2.

You dont have any pecheny you are too fast how can lessan to bad

.

Bakwas

Please i need your email

@CivilEngineeringMastery

Жыл бұрын

civilengineeringmastery@gmail.com