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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
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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