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-Given the following sections 1+020 a b +0.90 +3.5 +0.55 1+080 d -1.85 -1.20 -0.42 Base for cut = 12 m, Sideslope for cut = 2:1 Base for fill = 12 m, Sideslope for fill = 1:1

-Given the following sections 1+020 a b +0.90 +3.5 +0.55 1+080 d -1.85 -1.20 -0.42 Base for cut = 12 m, Sideslope for cut = 2:1 Base for fill = 12 m, Sideslope for fill = 1:1

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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1.Find the volume of excavation by end area method 2. Compute the volume of fill by end area method
-Given the following sections 1+020 a b +0.90 +3.5 +0.55 1+080 d -1.85 -1.20 -0.42 Base for cut = 12 m, Sideslope for cut = 2:1 Base for fill = 12 m, Sideslope for fill = 1:1 %3D
Transcribed Image Text:-Given the following sections 1+020 a b +0.90 +3.5 +0.55 1+080 d -1.85 -1.20 -0.42 Base for cut = 12 m, Sideslope for cut = 2:1 Base for fill = 12 m, Sideslope for fill = 1:1 %3D
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