A surveyor is supposed to determine the elevation at point B. (S)he starts from a known Benchmark, stablishes several turning points and records Back-sight (BS) and Foresight (FS) readings over them, which are presented in the following sketch. Calculate the elevation at each turning point (TP) and at point B in ft. (write your answers in a table format, Moving direction 1.35 1.06 1.45 1.12 1.67 1.13 1.85 1.25 TPS 1.71 1.15 TP3 1.50 1.00 TP2 BS FS TP1 BM = 1200 ft.
A surveyor is supposed to determine the elevation at point B. (S)he starts from a known Benchmark, stablishes several turning points and records Back-sight (BS) and Foresight (FS) readings over them, which are presented in the following sketch. Calculate the elevation at each turning point (TP) and at point B in ft. (write your answers in a table format, Moving direction 1.35 1.06 1.45 1.12 1.67 1.13 1.85 1.25 TPS 1.71 1.15 TP3 1.50 1.00 TP2 BS FS TP1 BM = 1200 ft.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A surveyor is supposed to determine the elevation at point B.
(S)he starts from a known Benchmark, stablishes several
turning points and records Back-sight (BS) and Foresight (FS)
readings over them, which are presented in the following
sketch. Calculate the elevation at each turning point (TP) and
at point B in ft. (write your answers in a table format,
Moving direction
1.35
1.06
1.45
1.12
1.67
1.13
1.85
1.25
TPS
1.71
1.15
TP3
1.50
1.00
TP2
BS
FS
TP1
BM = 1200 ft.
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