10 m A 5m 1.524 TI F 10 m K 10 m O 5m S 5m V 1.463 1.737 1.951 2.116 1.431 B 1.645 G T 2.103 2.195 P2.164 1.515 10 m 10 m U 2.143 W 2.001 C 1.787 H 5m 2.377 M 2.256 1.951 10 m 2.316 N1.981 10 m D 5m 1.829 2.042 R 1.798 20 m E 71.676

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the volume in cubic meters of the excavation for the borrow pit shown. Compute the total volume in cubic meters using Unit-Area or Borrow-Pit Method. Round off final answer to three decimal places. The numbers at the corners represent the cuts in me
A 5m
1.524
B
|1.645
10 m
10 m
5m E
|1.787
|1.829
71.676
10 m
Gl
2.103
1.463
F
5 m
2.377
J.
2.316
/2.042
10 m
K
1.737
M.
2.256
1.981
2.195
10 m
P2.164
AR
1.798
1.951
1.951
10 m
5 m
2.143
S
2.116
1.515
5 m
W
2.001
1.431
10 m
w oz
Transcribed Image Text:A 5m 1.524 B |1.645 10 m 10 m 5m E |1.787 |1.829 71.676 10 m Gl 2.103 1.463 F 5 m 2.377 J. 2.316 /2.042 10 m K 1.737 M. 2.256 1.981 2.195 10 m P2.164 AR 1.798 1.951 1.951 10 m 5 m 2.143 S 2.116 1.515 5 m W 2.001 1.431 10 m w oz
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