For no. 17 only: From the given profile leveing notes below: 17. Compute the elevation at the point 60 m. from the beginning of the line. (final answer should be rounded-off to nearest three decimal places) 18. Compute the elevation at the point 120 m. from the beginning of the line. (final answer should be rounded-off to nearest three decimal places) 19. Compute the elevation of the turning point TP. (final answer should be rounded-off to nearest three decimal places) 20. Compute the difference in elevation at the point 81 m. and 150 m. from the beginning of the line. (final answer should be rounded-off to nearest three decimal places) STA. BS FS IFS ELEV. H.I. BM 2.995 12.135 2.625 30 1.617 60 0.702 66 1.281 81 0.762 ТР 1.952 0.555 90 1.159 120 1.434 150 2.196
For no. 17 only: From the given profile leveing notes below: 17. Compute the elevation at the point 60 m. from the beginning of the line. (final answer should be rounded-off to nearest three decimal places) 18. Compute the elevation at the point 120 m. from the beginning of the line. (final answer should be rounded-off to nearest three decimal places) 19. Compute the elevation of the turning point TP. (final answer should be rounded-off to nearest three decimal places) 20. Compute the difference in elevation at the point 81 m. and 150 m. from the beginning of the line. (final answer should be rounded-off to nearest three decimal places) STA. BS FS IFS ELEV. H.I. BM 2.995 12.135 2.625 30 1.617 60 0.702 66 1.281 81 0.762 ТР 1.952 0.555 90 1.159 120 1.434 150 2.196
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Answer NO.20 only
Transcribed Image Text:For no. 17 only: From the given profile leveing notes below:
17. Compute the elevation at the point 60 m. from the beginning of the line. (final answer should be rounded-off to nearest three decimal places)
18. Compute the elevation at the point 120 m. from the beginning of the line. (final answer should be rounded-off to nearest three decimal places)
19. Compute the elevation of the turning point TP. (final answer should
rounded-off to nearest three decimal places)
20. Compute the difference in elevation at the point 81 m. and 150 m. from the beginning of the line. (final answer should be rounded-off to nearest three decimal places)
STA.
BS
FS
IFS
ELEV.
H.I.
BM
2.995
12.135
2.625
30
1.617
60
0.702
66
1.281
81
0.762
TP
1.952
0.555
90
1.159
120
1.434
150
2.196
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