- Given the following sections 2+040 2+080 XR XR +1.5+ 2.15 +1.65 - 2.36'-1.44'-1.56 Base for cut = 12 m, Sideslope for cut = 1.5:1 Base for fill = 12 m, Sideslope for fill = 2:1 Required: 1. What is the stationing of the end of excavation? 2. Find the volume of fill by end area method. 3. Compute the volume of excavation by end area.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Draw the figure.

- Given the following sections
-
2+040
2+080
XR
+1.5 + 2.15 +1.65
- 2.36'-1.44'-1.56
Base for cut = 12 m, Sideslope for cut = 1.5:1
Base for fill = 12 m, Sideslope for fill = 2:1
Required:
1. What is the stationing of the end of excavation?
2. Find the volume of fill by end area method.
3. Compute the volume of excavation by end area.
Transcribed Image Text:- Given the following sections - 2+040 2+080 XR +1.5 + 2.15 +1.65 - 2.36'-1.44'-1.56 Base for cut = 12 m, Sideslope for cut = 1.5:1 Base for fill = 12 m, Sideslope for fill = 2:1 Required: 1. What is the stationing of the end of excavation? 2. Find the volume of fill by end area method. 3. Compute the volume of excavation by end area.
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