16. The side slope of the section is 2.5:1. Determine the value of x. 25 a) 7.5 m c) 10 m 17. Determine y in item 16. a) 7.5 m c) 10 m b) 13.5 m d) 12 m b) 13.5 m d) 12 m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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16. The side slope of the section is 2.5:1. Determine
the value of x.
25
a) 7.5 m
c) 10 m
17. Determine y in item 16.
a) 7.5 m
c) 10 m
18. The borrow pit divided into grids is to be
excavated into depths indicated as a source for
embankment materials. Determine the volume of
b) 13.5 m
d) 12 m
b) 13.5 m
d) 12 m
materials to be excavated.
A(24.8)
B(22.3)
C/20 2)
20
20
20
D(21.5)
E(19.3)
F(21.9)
20
3)
G(19 2)
H(16.3)
I(17.9)
GRID SHOWNG THE HEIGHTS OF
EXCAVATION
a) 487300 m
c) 320330 m
b) 33230 m
d) 32330 m?
Transcribed Image Text:16. The side slope of the section is 2.5:1. Determine the value of x. 25 a) 7.5 m c) 10 m 17. Determine y in item 16. a) 7.5 m c) 10 m 18. The borrow pit divided into grids is to be excavated into depths indicated as a source for embankment materials. Determine the volume of b) 13.5 m d) 12 m b) 13.5 m d) 12 m materials to be excavated. A(24.8) B(22.3) C/20 2) 20 20 20 D(21.5) E(19.3) F(21.9) 20 3) G(19 2) H(16.3) I(17.9) GRID SHOWNG THE HEIGHTS OF EXCAVATION a) 487300 m c) 320330 m b) 33230 m d) 32330 m?
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