1. The figure below shows a plan of a reversed curve ready to be marked on the ground. Calculated the bearings and distances from T1 to point B, G, D, H and F. T1 has N=1812001.35; E=477678.43. Tabulate your answers. STA. OCC STA. OBS BEARING DISTANCE T1 B G 26 22 26 22 S58° 57'E 122.23M N68° 47'E 122.23M- N68° 47'E 30.00M B N=1812089.47 A E=477425.78 26 826 8'. AT1 N68° 18'E 172.15M E S58° 57'E 172.15M- R=347.25M R=249.15M

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. The figure below shows a plan of a reversed curve ready to be marked on the ground. Calculated the
bearings and distances from T1 to point B, G, D, H and F. T1 has N=1812001.35; E=477678.43.
Tabulate your answers.
STA. OCC STA. OBS
BEARING
DISTANCE
T1
B
G
26 22 26 22
S58° 57'E 122.23M
N68° 47'E 122.23M-
N68° 47'E 30.00M
N=1812089.47 A
E=477425.78
D
26 826 8'.
AT1
N68° 18'E 172.15M
S58° 57'E 172.15M
R=347.25M
R=249.15M
Transcribed Image Text:1. The figure below shows a plan of a reversed curve ready to be marked on the ground. Calculated the bearings and distances from T1 to point B, G, D, H and F. T1 has N=1812001.35; E=477678.43. Tabulate your answers. STA. OCC STA. OBS BEARING DISTANCE T1 B G 26 22 26 22 S58° 57'E 122.23M N68° 47'E 122.23M- N68° 47'E 30.00M N=1812089.47 A E=477425.78 D 26 826 8'. AT1 N68° 18'E 172.15M S58° 57'E 172.15M R=347.25M R=249.15M
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