Excavation for the borrow pits is shown in the figure, in which the numbers at the corners represent the cuts in feet. 30 ft B 30 ft C 15 ft D A 6.5 7.3 5.4 74.4 30 ft E 5.6 F 8.7 G6.7 30 ft H/3.9 I4.4 15 ft 15 ft K 15 ftL 4.7 J7.3 5.8 M 3.4 N 5.1 044 Compute the total volume in cubic yards of the excavated earthworks. (Round off your answer to three decimal places)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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(Hint: 1 yard = 3 feet)
Excavation for the borrow pits is shown in the figure, in which the numbers at the
corners represent the cuts in feet.
A 30 ft B 30 ft C 15 ft D
| 7.3
6.5
5.4 74.4
30 ft
E 5.6
F 8.7
G/6.7
30 ft
H/3.9 I4.4
15 ft
| 15 fA
K 15 ft\L
4.7
J7.3
5.8
M 3.4
044
5.1
Compute the total volume in cubic yards of the excavated earthworks. (Round
off your answer to three decimal places)
Transcribed Image Text:(Hint: 1 yard = 3 feet) Excavation for the borrow pits is shown in the figure, in which the numbers at the corners represent the cuts in feet. A 30 ft B 30 ft C 15 ft D | 7.3 6.5 5.4 74.4 30 ft E 5.6 F 8.7 G/6.7 30 ft H/3.9 I4.4 15 ft | 15 fA K 15 ft\L 4.7 J7.3 5.8 M 3.4 044 5.1 Compute the total volume in cubic yards of the excavated earthworks. (Round off your answer to three decimal places)
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