Q1) A 0+00 were the design level (formation level) is 126.15 m./Natural ground elevations are taken at 50m) Intervals along the centerline as below: Station natural ground elevation -26-15 127.63 128.42 129.35 217° 19° 38 129.35 128.7 bo=4m/n=1 in cut n = 2 in fill, S=20 assume left side is higher than right side. Calculate the volume of cut and volume of fill by using end area method for volume determination. O 0+00 0+40 0+80 1+20 1+60 4
Q1) A 0+00 were the design level (formation level) is 126.15 m./Natural ground elevations are taken at 50m) Intervals along the centerline as below: Station natural ground elevation -26-15 127.63 128.42 129.35 217° 19° 38 129.35 128.7 bo=4m/n=1 in cut n = 2 in fill, S=20 assume left side is higher than right side. Calculate the volume of cut and volume of fill by using end area method for volume determination. O 0+00 0+40 0+80 1+20 1+60 4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Q1) A drain 60m long is to be excavated at a gradient of (1 in 30) from the station
0+00 were the design level (formation level) is 126.15 m./Natural ground elevations
are taken at 50m) Intervals along the centerline as below:
Station
natural ground elevation
0+00
127.63
-26.15
0+40
128.42
0+80
129.35
217° 19°38
1+20
129.35
1+60
128.7
bo= 4m/n=1 in cut n = 2 in fill, S-20 assume left side is higher than right side.
Calculate the volume of cut and volume of fill by using end area method for volume
determination.
O
4
5330100](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0594c4b7-9d06-4196-8f6c-009e114ccab8%2Fd9ea8d9a-3327-413e-b28a-1afebfdd7de9%2Fnhkeqtb_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q1) A drain 60m long is to be excavated at a gradient of (1 in 30) from the station
0+00 were the design level (formation level) is 126.15 m./Natural ground elevations
are taken at 50m) Intervals along the centerline as below:
Station
natural ground elevation
0+00
127.63
-26.15
0+40
128.42
0+80
129.35
217° 19°38
1+20
129.35
1+60
128.7
bo= 4m/n=1 in cut n = 2 in fill, S-20 assume left side is higher than right side.
Calculate the volume of cut and volume of fill by using end area method for volume
determination.
O
4
5330100
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