proposed fill top width = 50 ft. side slope = 2.5:1 - existing ground side slope = 1:1. height at sta. 55+00 = 5.8 ft. height at sta. 54+00 = 5.3 ft. Typical Levee Cross Section -What is the volume of fill between sation 54+00 and 55+00? -What is the slope of the top of the levee from station 54+00 to 55+00?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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proposed fill
top width = 50 ft.
side slope = 2.5:1
- existing ground
side slope = 1:1
height at sta. 55+00 = 5.8 ft.
height at sta. 54+00 = 5.3 ft.
Typical Levee Cross Section
-What is the volume of fill between sation 54+00 and 55+00?
-What is the slope of the top of the levee from station 54+00 to 55+00?
Transcribed Image Text:proposed fill top width = 50 ft. side slope = 2.5:1 - existing ground side slope = 1:1 height at sta. 55+00 = 5.8 ft. height at sta. 54+00 = 5.3 ft. Typical Levee Cross Section -What is the volume of fill between sation 54+00 and 55+00? -What is the slope of the top of the levee from station 54+00 to 55+00?
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