Calculate the corrected volumes of cut and fill using the following cross section notes, with the road bed being 6 meter wide in cut and 4.8 meter in fill. Both cut and fill have a 1:1 side slope. Sta 3 +000 5.04 0.6 +0.39 5.46 -2.64 0 +2.46 Sta 2 +980 5.82 1.02 +0.60 4.80 -3.42 0 +1.80

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Calculate the corrected volumes of cut and fill using the following cross section
notes, with the road bed being 6 meter wide in cut and 4.8 meter in fill. Both cut
and fill have a 1:1 side slope.
Sta 3 +000
5.04
0.6
+0.39
5.46
+2.46
-2.64
0
Sta 2 +980
5.82
1.02
+0.60
4.80
-3.42
0
+1.80
Transcribed Image Text:Calculate the corrected volumes of cut and fill using the following cross section notes, with the road bed being 6 meter wide in cut and 4.8 meter in fill. Both cut and fill have a 1:1 side slope. Sta 3 +000 5.04 0.6 +0.39 5.46 +2.46 -2.64 0 Sta 2 +980 5.82 1.02 +0.60 4.80 -3.42 0 +1.80
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