sianion Bear ing | Length A 26°10' 285.10 104° 35' 1 ar 30' 358018' G10.48 720,48 203.00 69 7.02
sianion Bear ing | Length A 26°10' 285.10 104° 35' 1 ar 30' 358018' G10.48 720,48 203.00 69 7.02
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question

Transcribed Image Text:The
calcula te
Based
and lengths shown,
On
The bearing
and
lantude
departure, linear micclosure
Of the traverre, If all station s have
0,953 angle
and
Pre cicion
correction
NCY?
104 35'
G10, 45
10. o00 NCY)
10,000 ES
30¢'54'
6 47,02
sian'on Bea ing
lLength
26°10'
04° 35'
l ar 30'
358°18'
306°4!
A
285.10
G10.45
720,48
203.00
E
69 7.02
195 30
358 18
203 .00
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