Civil Engineering - Concrete Technology - Discussion

Discussion Forum : Concrete Technology - Section 4 (Q.No. 34)
34.
If 50 kg of fine aggregates and 100 kg of coarse agregates are mixed in a concrete whose water cement ratio is 0.6, the weight of water required for harsh mix, is
8 kg
10 kg
12 kg
14 kg
15 kg.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
41 comments Page 2 of 5.

ASHISH SHARMA said:   5 years ago
W/C *P = 0.3P + 0.1F.A +.01C.A.
0.6*P =0.3P + 0.1(50) + 0.01(100),
0.6P - 0.3P = 5 + 1,
P = 6/0.3,
P = 20 => Where P= Cement.

Now;
W/C = 0.6,
W = C * 0.6,
W = 20 * 0.6,
W = 12Kg.
(1)

Madhu ratan said:   5 years ago
Weight of water = (5%wt.of coarse aggregate +30%wt. Of fine aggregate)*W/C ratio.
= ( 5 * 100/100 + 30 * 50/100) * 0.6.
= 12kg.

Muet 12ce41 said:   6 years ago
DEAR all, First of all, pick the question, In the question, we are asked for two quantities not for one. We have to fine cement as well as water.

Therefore We know that,

Weight of water / Weight of cement = Water to cement ratio.
And the water to cement ratio is 0.6.

Rearrange the above formula,

Weight of water = Weight of cement x Water to cement ratio.

So,
Weight of water = Weight of cement x 0.6.....................(i)
Here, We have in weight of water =
0.3 x weight of cement + 0.1 x fine aggregate + 0.1 x coarse aggregate=
0.3 x weight of cement + 0.1 x (50)+ 0.1 x (100) = 0.3 x weight of cement + 5 +1
0.3 x weight of cement + 0.1 x (50)+ 0.1 x (100) = 0.3 x weight of cement +6.

So,
Weight of water = 0.3 x weight of cement +6...........................(ii)

From equation 1,
Weight of cement x 0.6 = 0.3 x weight of cement + 6.
Let weight of cement be denoted by L
L x 0.6 =0.3 x L + 6
0.6 L-0.3 L = 6
0.3 L = 6
L = 6/ 0.3= 20 kg.
Where L is the weight of cement.

By using formula,
Weight of water = weight of cement x water to cement ratio.
Weight of water = 20 x 0.6.
= 12 kg.
(1)

Nabi nyadv said:   6 years ago
0.3 * cement + 0.1fine + 0.01coarse = 0.6 * cement.
0.3 * cent + 0.1 * 50 + .0.01 * 100 = 0.6 * cement.
0.3 * cement = 6.

Cement = 20,
W/c = 0.6,
W = 0.6 * 20 = 12kg.

Amit mishra said:   6 years ago
Water content = 5/100 * (weight of aggregate) + 30/100 * (wt of cement).
So the answer is 15 kg.

Sanjay kumar mandal said:   6 years ago
Thanks all for explaining it.

Intwali said:   6 years ago
W/C * P = 0.3P + 0.1F.A +.01C.A.
0.6 * P = 0.3P + 0.1(50) + 0.01(100),
0.6P - 0.3P = 5 + 1,
P = 6/0.3
P = 20 => Where P= Cement.

Now;
W/C = 0.6,
W = C * 0.6,
W = 20 * 0.6,
W = 12Kg.

Dilip said:   7 years ago
How to find out 5% CA and 30% FA?

Qasim Afzal said:   7 years ago
W/C *P = 0.3P + 0.1F.A +.01C.A
0.6*P=0.3P+0.1(50)+0.01(100)
0.6P-0.3P=5+1
P=6/0.3
P=20 => Where P= Cement.
Now;
W/C=0.6,
W=C*0.6,
W=20*0.6,
W=12Kg.

Kunal said:   7 years ago
Thank you so much for explaining it.


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