In the following Figure, the survey of a proposed cutting shows that the depths at 20m intervals are 0.0, 0.9, 1.5, 3.2 and 3.3 m. Given that the roadway is to be 5 m wide and that the cutting has 45° side slopes, calculate: (a) The plan surface area of the excavation ABCD, Dr (b) The actual area of the side slops, ABE and ENGIN CDF

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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In the following Figure, the survey of a proposed cutting shows that the depths at 20m intervals are 0.0, 0.9, 1.5, 3.2 and 3.3 m. Given that the roadway is to be 5 m wide and that the cutting has 45° side slopes, calculate: (a) The plan surface area of the excavation ABCD, Dr (b) The actual area of the side slops, ABE and ENGIN CDF.
E 3.30
3,2
F
1.5
A
11.6
20.0
B3, 5.0 3.3
C
11.4
20
45
8,0
50 +
typical section
6.8
A
5.0
plan view
十
Transcribed Image Text:E 3.30 3,2 F 1.5 A 11.6 20.0 B3, 5.0 3.3 C 11.4 20 45 8,0 50 + typical section 6.8 A 5.0 plan view 十
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