Q5 A road at a constant RL of 180.00 runs North to South. The ground East to West is level. The surface levels along the centre line of the road are as follows: Chainage in meter: 0 30 60 90 120 150 180 Level in meter: 183.50 182.45 182.15 181.55 180.95 182.05 180.80 Compute the volume of cutting, given that the width at formation level is 8 m and the side slopes 1 to 1. The centre depths of the cutting at 30 m intervals may be determined by subtracting the formation from the respective ground levels.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Q5
A road at a constant RL of 180.00 runs North to South. The ground East to West is level.
The surface levels along the centre line of the road are as follows:
Chainage in meter:
0 30 60 90 120 150 180
Level in meter:
183.50 182.45 182.15 181.55 180.95 182.05
180.80
Compute the volume of cutting, given that the width at formation level is 8 m and the side
slopes 1 to 1. The centre depths of the cutting at 30 m intervals may be determined by
subtracting the formation from the respective ground levels.
AC
Transcribed Image Text:Q5 A road at a constant RL of 180.00 runs North to South. The ground East to West is level. The surface levels along the centre line of the road are as follows: Chainage in meter: 0 30 60 90 120 150 180 Level in meter: 183.50 182.45 182.15 181.55 180.95 182.05 180.80 Compute the volume of cutting, given that the width at formation level is 8 m and the side slopes 1 to 1. The centre depths of the cutting at 30 m intervals may be determined by subtracting the formation from the respective ground levels. AC
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