B C D Grid 1 F G H 104.0 98.5 existing grade 199.0 99.6 99.9 100.0 00.0 99.8 99.6 100.99.4 Spacing Grid 2 103.5 199.9 199.9 1100.6 4101.4 t102.2 I102.2 102 1100.8 101.0 99.5 99.3 10 Grid 3 103.0 98 8 99.6 TO0.2 100.4 100.5 100.6 100.7 100.5 99.0,99.5 1100 Grid 4 102.5 198.0 199.2 199.4 199.2 199.4 199.5 199.5 H00.2 98.5101.6 100 97 98 66 to Grid 5 102 102.0 96.5 97.5 98.6 99.5 100.7 101.5 102.2 101.8 98.0 102.5 160'-0"

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The image shows the plan of a site that is 60mx40m overall with a grid laid out at 10m in center. The elevation (in meters) of the existing grade is shown at each Intersection point of the grid. Calculate the volume of cut and the volume of fill in cubic meters required to level this site to a new grade of 100.0 m over the entire area.

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Summary

1 total volumen cut = (include the unit of measure)

2 total fill volume = (ditto)

B
C
D
Grid 1
F
G
H
104.0 98.5 existing grade
199.0
99.6
99.9
100.0
00.0
99.8
99.6
100.99.4
Spacing
Grid 2
103.5 199.9
199.9
1100.6
4101.4
t102.2
I102.2
102
1100.8
101.0
99.5 99.3
10
Grid 3
103.0 98 8
99.6
TO0.2
100.4
100.5
100.6
100.7
100.5
99.0,99.5
1100
Grid 4
102.5 198.0
199.2
199.4
199.2
199.4
199.5
199.5
H00.2
98.5101.6
100
97
98
66
to
Grid 5
102
102.0 96.5
97.5
98.6
99.5
100.7
101.5
102.2
101.8
98.0 102.5
160'-0"
Transcribed Image Text:B C D Grid 1 F G H 104.0 98.5 existing grade 199.0 99.6 99.9 100.0 00.0 99.8 99.6 100.99.4 Spacing Grid 2 103.5 199.9 199.9 1100.6 4101.4 t102.2 I102.2 102 1100.8 101.0 99.5 99.3 10 Grid 3 103.0 98 8 99.6 TO0.2 100.4 100.5 100.6 100.7 100.5 99.0,99.5 1100 Grid 4 102.5 198.0 199.2 199.4 199.2 199.4 199.5 199.5 H00.2 98.5101.6 100 97 98 66 to Grid 5 102 102.0 96.5 97.5 98.6 99.5 100.7 101.5 102.2 101.8 98.0 102.5 160'-0"
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