Civil Engineering - Estimating and Costing - Discussion
Discussion :: Estimating and Costing - Section 1 (Q.No.3 )
3.
A portion of an embankment having a uniform up-gradient 1 in 500 is circular with radius 1000 m of the centre line. It subtends 180° at the centre. If the height of the bank is 1 m at the lower end, and side slopes 2:1, the earth work involved.
[A].
26, 000 m3 [B].
26, 500 m3 [C].
27, 000 m3 [D].
27, 500 m3
Answer: Option D
Explanation:
No answer description available for this question.
Jyotitak said:
(Aug 11, 2014)
Please tell me how to calculate this ?
Nila said:
(Aug 13, 2014)
Is there any formula for this to calculate?
Prince said:
(Aug 31, 2014)
Can anybody please tell how it is calculated ?
Ramesh said:
(Feb 9, 2015)
Determined. The area of circle and depth and height multiply them got it means volume.
Ritu said:
(Mar 9, 2015)
It may theta equal length/radius for a curve than length equal radius multiply angle theta than put formula 2.L.D. root of s. Here s equal 2.
Naveen said:
(Jul 20, 2015)
Please tell the formula.
Mayuri said:
(Aug 4, 2015)
How to calculate?
Puspanjali said:
(Aug 16, 2015)
How it is calculated? What is the formula?
Yogita said:
(Aug 26, 2015)
How can I calculate it?
Durga said:
(Sep 2, 2015)
How to calculated this?
Janu Saibabu said:
(Sep 7, 2015)
How can get this answer?
Jagdish said:
(Oct 13, 2015)
How can calculated this?
Ranjitha said:
(Apr 21, 2016)
For 2:1 slope top radius is 500m, and we have bottom radius is 1000m.
Volume of truncated cone is 3.14*h*((R*R) + (r*r) + (R*r))*(1/3).
= 3.14*1**((1000*1000) + (500*500) + (1000*500))*(1/3).
= 27500.
Souvik De said:
(Nov 14, 2016)
Volume of truncated cone= 3.14 * h * ((R * R) + (r * r) + [(R * r)) * (1/3)].
= 3.14 * 1 *((1000 * 1000) + (500 * 500) + (1000 * 500)) * (1/3).
= 27500.
Rajni said:
(Jan 11, 2017)
Please explain the Solution.
Shankar C said:
(Feb 10, 2017)
I tried this by using the truncated cone formula.
But I cannot get answer anyone explain me clearly?
Santi said:
(Mar 2, 2017)
Not understanding, please explain the solution.
Salman said:
(Mar 9, 2017)
3.14 * 1 * ((1000*1000) + (500 * 500) + (1000*500)) * (1/3) = 1831666.666
Not 27500 why?
Momin Ali said:
(Apr 7, 2017)
The formula value is 1831666.666 not 27500.
I agree @Salman.
Engr. Asghar Ali said:
(May 22, 2017)
Following the data are missing of embankments like Length, top width and super elevation.
Nesti said:
(Jun 29, 2017)
Please, explain in detail.
Chethan Rathod said:
(Sep 3, 2017)
It only possible h is not 1.5 I guess slope is 2:1, so according to right angle law.
2^2- 1^2 = 1.7 then only possible.
v= 1/3*3.14*h*(r1^2+r1*r2+r2^2).
B.Somu Suel said:
(Nov 17, 2017)
How to calculate this problem?
Garry said:
(Nov 22, 2017)
Right @Chethan.
Aamir said:
(Dec 22, 2017)
I think width of the embankment is missing in question. I am correct?
Shandelin Priyanka said:
(Jul 16, 2018)
How to calculate this? Please explain the solution.
Pradeep Kumar said:
(Aug 17, 2018)
How to calculate this? please explain.
Sanaya said:
(Sep 24, 2018)
How to calculate this?
Santhosh Kumar said:
(Dec 28, 2018)
If slope 2:3 then what is the answer? Please explain.
Maneesh Yadav said:
(Feb 16, 2019)
No, it is wrong because this formula is used to calculate the volume cut cone where r = upper portion radius and are is the bottom portion radius.
Raj said:
(Mar 12, 2019)
Please tell me, clearly how to calculate that answer.
Sandip Rasal said:
(Jun 30, 2019)
How to calculate this?
Please explain in detail.
Bastengan said:
(Jul 23, 2019)
Can someone clarify the answer with a formula?
Ranjan said:
(Jul 28, 2019)
How to calculate this? Explain in detail.
Salini said:
(Dec 6, 2019)
How to calculate this?