1. Calculate the Easting, Northing, and Elevation of the following topographic survey. Assume your setup is at 1000 N and 1000 E. Horizontal Elevation Point Azimuth Elevation Distance Difference BM1 1.2 962 1 115 201 -2.8 2 89 148 1.6 3 40 12 -1.8 4 159 91 -8.4

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1. Calculate the Easting, Northing, and Elevation of the following topographic
survey. Assume your setup is at 1000 N and 1000 E.
Horizontal Elevation
Point Azimuth
Elevation
Distance Difference
BM1
1.2
962
1
115
201
-2.8
2
89
148
1.6
3
40
12
-1.8
4
159
91
-8.4
Transcribed Image Text:1. Calculate the Easting, Northing, and Elevation of the following topographic survey. Assume your setup is at 1000 N and 1000 E. Horizontal Elevation Point Azimuth Elevation Distance Difference BM1 1.2 962 1 115 201 -2.8 2 89 148 1.6 3 40 12 -1.8 4 159 91 -8.4
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