H.W: - A profile of a road where grade elevation starts with (25.00 m) at stat. (12+00) and an upward grade = + 2%, till station (16+00). Ground elevations at certain stations were as follows: Station 12+00 13+50 14+00 16+00 Ground elev.(m) 29.20 28.00 25.80 27.40 Grade elev.(m) Compute total volumes of cut and fill by using Approximate Method where for cut (be: = 15 m, 1: Sc = 2:3) and for fill be = 14 m, 1: S = 1:4).

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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II.W: - A profile of a road where grade elevation starts with (25.00 m) at stat.
(12+00) and an upward grade = + 2%, till station (16+00). Ground elevations at
certain stations were as follows:
Station
16+00
12+00 13+50 14+00
28.00
Ground elev.(m) 29.20
25.80
27.40
Grade elev.(m)
Compute total volumes of cut and fill by using Approximate Method where for cut
(be = 15 m, 1: Sc = 2:3) and for fill b = 14 m, 1: S, = 1:4).
Transcribed Image Text:II.W: - A profile of a road where grade elevation starts with (25.00 m) at stat. (12+00) and an upward grade = + 2%, till station (16+00). Ground elevations at certain stations were as follows: Station 16+00 12+00 13+50 14+00 28.00 Ground elev.(m) 29.20 25.80 27.40 Grade elev.(m) Compute total volumes of cut and fill by using Approximate Method where for cut (be = 15 m, 1: Sc = 2:3) and for fill b = 14 m, 1: S, = 1:4).
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