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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 b) 13.5 m d) 12 m b) 13.5 m d) 12 m

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
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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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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