STA STA TRUE MEASURED oc OBS BEARING DISTANCE T1 T2 N 14°35' E 45.18 meters corner 1 N 49°30' E 17.60 T2 T3 N 86°45' E 53.12 corner 2 S 48°25' E 15.94 T3 S 20°03' E S 41°25' W S 7°55' W T4 43.39 corner 3 13.55 corner 4 31.28 T4 T5 S 65°10' W 26.80 T5 corner 5 N 41°15' W 5.95

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Compute the local coordinates of the lot corners (2 decimal places).
T1 coordinates: N = 20,000.00 meters, E = 20,000.00 meters
Calculate the bearings and distances of the lot boundary.
Determine the area of the lot using the DMD method.
Transcribed Image Text:Compute the local coordinates of the lot corners (2 decimal places). T1 coordinates: N = 20,000.00 meters, E = 20,000.00 meters Calculate the bearings and distances of the lot boundary. Determine the area of the lot using the DMD method.
Given the following field notes data:
STA
STA
TRUE
MEASURED
осс
OBS
BEARING
DISTANCE
T1
T2
N 14°35' E
45.18 meters
corner 1
N 49°30' E
17.60
T2
T3
N 86°45' E
53.12
corner 2
S 48°25' E
15.94
T3
S 20°03' E
S 41°25' W
T4
43.39
corner 3
13.55
corner 4
S070°55' W
31.28
T4
T5
S 65°10' W
26.80
T5
corner 5
N 41°15' W
5.95
Transcribed Image Text:Given the following field notes data: STA STA TRUE MEASURED осс OBS BEARING DISTANCE T1 T2 N 14°35' E 45.18 meters corner 1 N 49°30' E 17.60 T2 T3 N 86°45' E 53.12 corner 2 S 48°25' E 15.94 T3 S 20°03' E S 41°25' W T4 43.39 corner 3 13.55 corner 4 S070°55' W 31.28 T4 T5 S 65°10' W 26.80 T5 corner 5 N 41°15' W 5.95
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