Q3/ The information below of the longitudinal section were taken at each (100m) the road is construct with width (8m), the elevation of the first point for the road is (20m) and slopping (-0.5%) and the side slope (2V: 3H). Draw the profile and the grade line, then calculate the volume of cut and fill? Sun: Station 0+00 Ground level 17.55 They are. 0+00 Ground Grade Level 17.55 Height line of cut 1+00 18.8 Height of fill 2+00 18.45 Area of cut 3+00 19.35 Area of fill 4+00 20.15 Vol. Of cut Vol. Of fill

Structural Analysis
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Chapter2: Loads On Structures
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Q3/ The information below of the longitudinal section were taken at each (100m) the road is construct
with width ( 8m), the elevation of the first point for the road is (20m) and slopping (-0.5%) and
the side slope (2V: 3H). Draw the profile and the grade line, then calculate the volume of cut and
fill?
Sun:
Station
Ground level
They are.
0+00
17.55
The distance between the two sections
1+00
18.8
Ground Grade Height Height Area
Level line of cut
of fill of cut
0+00
17.55
1+00
18.8
2+00 18.45
3+00
19.35
4+00
20.15
2+00
18.45
Area of the first segment + area of the second segment
2
3+00
19.35
4+00
20.15
Area Vol.
of fill Of cut
Translated with Google Lens
Vol.
Of fill
the size the backfill or cutting between two sections.
Transcribed Image Text:Q3/ The information below of the longitudinal section were taken at each (100m) the road is construct with width ( 8m), the elevation of the first point for the road is (20m) and slopping (-0.5%) and the side slope (2V: 3H). Draw the profile and the grade line, then calculate the volume of cut and fill? Sun: Station Ground level They are. 0+00 17.55 The distance between the two sections 1+00 18.8 Ground Grade Height Height Area Level line of cut of fill of cut 0+00 17.55 1+00 18.8 2+00 18.45 3+00 19.35 4+00 20.15 2+00 18.45 Area of the first segment + area of the second segment 2 3+00 19.35 4+00 20.15 Area Vol. of fill Of cut Translated with Google Lens Vol. Of fill the size the backfill or cutting between two sections.
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