The table below contains cross-section data. Compute the volumes of cut and fill in this transitional area from sta 30+000 to sta 30+040. The units are in meters. The road templet is w=21 m in cut and 18 m in fill with 2:1 side slopes. Fill up the table appropriately. Sketch on a separate sheet. StationSurface GradeLeftCente Right Area, m²Volume, m³elevatio ElevatirCutFillCutFillonLine30+000149.56 154.56 f9.10f5.00f3.60527.2016.230+009.152.87155.07 0.00f2.20f2.287539.0013.5630+021.155.69 155.68 C2.64 | 0.00f2.3550615.7813.7158.20| 30+028.45156.04 | C4.10 C2.15 0.00818.7010.530+040164.10 156.65 C4.15 | C7.45 C3.8418.800.0018.18TOTAL

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Answered: he table below contains cross-section…

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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The table below contains cross-section data. Compute the volumes of cut and fill in this transitional area from sta 30+000 to sta 30+040. The units are in meters. The road templet is w=21 m in cut and 18 m in fill with 2:1 side slopes. Fill up the table appropriately. Sketch on a separate sheet.

Station
Surface Grade
Left
Cente Right Area, m²
Volume, m³
elevatio Elevati
r
Cut
Fill
Cut
Fill
on
Line
30+000
149.56 154.56 f9.10
f5.00
f3.60
5
27.20
16.2
30+009.
152.87
155.07 0.00
f2.20
f2.28
75
3
9.00
13.5
6
30+021.
155.69 155.68 C2.64 | 0.00
f2.35
50
6
15.78
13.7
158.20
| 30+028.
45
156.04 | C4.10 C2.15 0.00
8
18.70
10.5
30+040
164.10 156.65 C4.15 | C7.45 C3.8
4
18.80
0.00
18.1
8
TOTAL

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