From the following cross-section notes, complete the table below. Use prismoidal method. Road bed width (m) Side slope 6 1:1 4.8 1:1 cut fill Station 3+000 2+980 Area cut (sq.m) at Station 3+000 Area cut (sq.m) at Station 2+980 Area fill (sq.m) at Station 3+000 Area fill (sq.m) at Station 2+980 volume cut (cu.m.) volume fill (cu.m.) corrected volume cut (cu.m.) corrected volume fill (cu.m.) 5.04 -2.64 5.82 -3.42 0.6 0 1.02 0 +0.39 +0.6 5.46 2.46 4.80 +1.80

From the following cross-section notes, complete the table below. Use prismoidal method. Road bed width (m) Side slope 6 1:1 4.8 1:1 cut fill Station 3+000 2+980 Area cut (sq.m) at Station 3+000 Area cut (sq.m) at Station 2+980 Area fill (sq.m) at Station 3+000 Area fill (sq.m) at Station 2+980 volume cut (cu.m.) volume fill (cu.m.) corrected volume cut (cu.m.) corrected volume fill (cu.m.) 5.04 -2.64 5.82 -3.42 0.6 0 1.02 0 +0.39 +0.6 5.46 2.46 4.80 +1.80

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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Question

From the following cross-section notes, complete the table below. Use prismoidal method.
Road bed width (m)
Side slope
6
1:1
4.8
1:1
cut
fill
Station
3+000
2+980
Area cut (sq.m) at Station 3+000
Area cut (sq.m) at Station 2+980
Area fill (sq.m) at Station 3+000
Area fill (sq.m) at Station 2+980
volume cut (cu.m.)
volume fill (cu.m.)
corrected volume cut (cu.m.)
corrected volume fill (cu.m.)
5.04
-2.64
5.82
-3.42
0.6
0
1.02
0
+0.39
+0.6
5.46
2.46
4.80
+1.80

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