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6. Given the following section of an earthworks for a proposed road construction on a hilly portion of the route. The width of the road base for cut is 6 m for allowance of drainage canals and 5 m for fill. Sides slopes for cut is 1:1 and for fill is 1:5:1. 3.7 -0.8 +1.8 a. Compute the value of x b. Compute the area in fill c. Compute the area in cut

6. Given the following section of an earthworks for a proposed road construction on a hilly portion of the route. The width of the road base for cut is 6 m for allowance of drainage canals and 5 m for fill. Sides slopes for cut is 1:1 and for fill is 1:5:1. 3.7 -0.8 +1.8 a. Compute the value of x b. Compute the area in fill c. Compute the area in cut

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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Given the following section of an earthworks for a proposed road construction on a hilly

portion of the route. The width of the road base for cut is 6 m for allowance of drainage

canals and 5 m for fill. Sides slopes for cut is 1:1 and for fill is 1:5:1.

3.7

0

x

-0.8

+1.8

a. Compute the value of x

b. Compute the area in fill

c. Compute the area in cut

6. Given the following section of an earthworks for a proposed road construction on a hilly portion of the route. The width of the road base for cut is 6 m for allowance of drainage canals and 5 m for fill. Sides slopes for cut is 1:1 and for fill is 1:5:1. 3.7 -0.8 +1.8 a. Compute the value of x b. Compute the area in fill C. Compute the area in cut
Transcribed Image Text:6. Given the following section of an earthworks for a proposed road construction on a hilly portion of the route. The width of the road base for cut is 6 m for allowance of drainage canals and 5 m for fill. Sides slopes for cut is 1:1 and for fill is 1:5:1. 3.7 -0.8 +1.8 a. Compute the value of x b. Compute the area in fill C. Compute the area in cut
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