In the accompanying plot the boundary of the water surface of a reservoir is shown by irregular outline ABCDEFGH. Soundings were taken on parallel ranges BH, CG, and DF for the purpose of determining the volume of water in the reservoir. The numbers on the plot show the horizontal distances (m) which were measured for locating the ranges and the soundings, and the depth (m) which were measured where soundings were taken. Calculate the following: Areas (m2) of the cross- sections of ranges BC, DE, and FG. Assume that the cross-sectional areas of ranges A and H are negligible or nearly zero. Volume (m3) of water between ranges. A 26.6 B103 23.7 26.9 -22.1 19.1 8,1 11.7 16.9 28.0 D -22.4- 22.0- -21.8 -13.8 20.3 74 90 10.9 13.1 29.9 F G 18.3 12.6 17.5 18.5 -18.0 17,7 9.8 11.5 11.5 22.6

In the accompanying plot the boundary of the water surface of a reservoir is shown by irregular outline ABCDEFGH. Soundings were taken on parallel ranges BH, CG, and DF for the purpose of determining the volume of water in the reservoir. The numbers on the plot show the horizontal distances (m) which were measured for locating the ranges and the soundings, and the depth (m) which were measured where soundings were taken. Calculate the following: Areas (m2) of the cross- sections of ranges BC, DE, and FG. Assume that the cross-sectional areas of ranges A and H are negligible or nearly zero. Volume (m3) of water between ranges. A 26.6 B103 23.7 26.9 -22.1 19.1 8,1 11.7 16.9 28.0 D -22.4- 22.0- -21.8 -13.8 20.3 74 90 10.9 13.1 29.9 F G 18.3 12.6 17.5 18.5 -18.0 17,7 9.8 11.5 11.5 22.6

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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