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Q3. In constructing a new road, the design estimates the following areas of cut and fill for carth work by the Stations provided. [Assume I Station 1km c.g. station 2+510.315 is, 2 stations and 510.315m). Use the Average end area method and the Pvramid method to determine the cumulative volume at cach and every station. (CLO2)

Q3. In constructing a new road, the design estimates the following areas of cut and fill for carth work by the Stations provided. [Assume I Station 1km c.g. station 2+510.315 is, 2 stations and 510.315m). Use the Average end area method and the Pvramid method to determine the cumulative volume at cach and every station. (CLO2)

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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Q3. In constructing a new road, the design estimates the following areas of cut and fill for carth work by the Stations provided. [Assume I Station = Ikm e.g. station 2+510.315 is, 2 stations and 510.315m). Use the Average end area method and the Pvramid method to determine the cumulative volume at cach and every station. (CLO2) Fill Length Between Cut Fill Volume (m) Cut Cumulativ e Volume (m') Station Net Volume (m) Area Area Volume(m') (m') (m) Sections (m) 2+899 135,8 3+010 93.5 3+054 142,7 3+109 132.8 II13
Transcribed Image Text:Q3. In constructing a new road, the design estimates the following areas of cut and fill for carth work by the Stations provided. [Assume I Station = Ikm e.g. station 2+510.315 is, 2 stations and 510.315m). Use the Average end area method and the Pvramid method to determine the cumulative volume at cach and every station. (CLO2) Fill Length Between Cut Fill Volume (m) Cut Cumulativ e Volume (m') Station Net Volume (m) Area Area Volume(m') (m') (m) Sections (m) 2+899 135,8 3+010 93.5 3+054 142,7 3+109 132.8 II13
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