In the accompanying plot (shown next page), the boundary of the water surface of the lake is represented by the irregular outline ABCDEFGH. Soundings were taken on parallel ranges BH, CG, and DF. The values indicated in the plot, all of which represent lengths in meters, show the horizontal distances which were measured for locating the ranges and the soundings, and the depths which were measured where soundings were taken. Calculate the area (in sqm) of the cross-section of ranges CG. (Type your answer using 2 decimal places, numerical value only, no need to include the units). 10.0 1.8 26_23 3.8 14.0 3.7 3.7 7.5 69.0 16.0 6.0 8.2 20.0

In the accompanying plot (shown next page), the boundary of the water surface of the lake is represented by the irregular outline ABCDEFGH. Soundings were taken on parallel ranges BH, CG, and DF. The values indicated in the plot, all of which represent lengths in meters, show the horizontal distances which were measured for locating the ranges and the soundings, and the depths which were measured where soundings were taken. Calculate the area (in sqm) of the cross-section of ranges CG. (Type your answer using 2 decimal places, numerical value only, no need to include the units). 10.0 1.8 26_23 3.8 14.0 3.7 3.7 7.5 69.0 16.0 6.0 8.2 20.0

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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A team of Civil Engineering Students performed a reciprocal leveling along the edge of a dam. The following data were recorded. Refer to the figure below. Determine the elevation of point B if the elevation of point A is 222.22m
Subject : Surveying I need clear explanation Note: If you don't know the answer please leave it but don't give me wrong answer. Don't copy from other experts solution.
Q2 The table below represents the vertical coordinates for 12 standard hydrographic hours, find the vertical coordinates for 6 standard hydrographic hours, and then specify: 1- The value of the vertical coordinates for 6 standard hydrographic hours at the 12-hour time. 2- The value of the vertical coordinate of 6 hours of standard hydrograph at the time of 30 hours. 3- The value of the vertical coordinate for 6 hours of standard hydrograph at the time of 48 hours. 48 42 36 Time (hour) 30 24 18 12 0 Coordinates 12 UH 146 153 150 136 111 76 37 10 0 (m3/s)
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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.Determine the cross sectional area of range DE.
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With your pencil, make a dot on the position of your best visual estimate of the centroid of the triangular area. 17.0 13.6 10.2 6.8 3.4 0 0 3.4 (x, y) = (i 6.8 10.2 13.6 Now refer to Sample Problem 5/2 and to Table D/3 and find the exact location of the centroid. 17.0 i )
help asap, 2 decimal places thank you!In the accompanying plot (shown next page), the boundary of the water surface of the lake is represented by the irregular outline ABCDEFGH. Soundings were taken on parallel ranges BH, CG, and DF. The values indicated in the plot, all of which represent lengths in meters, show the horizontal distances which were measured for locating the ranges and the soundings, and the depths which were measured where soundings were taken. Note: Distances from the cross-sections from A-B, B-C, C-D, D-E are 10, 14, 15, 20 meters respectively. a. Calculate the area (in sqm) of the cross-section of ranges BH. b.Calculate the area (in sqm) of the cross-section of ranges CG. c.Calculate the area (in sqm) of the cross-section of ranges DF. d.Calculate the VOLUME (in cu.m) using END AREA METHOD.