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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
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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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
Transcribed Image Text: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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