1.1 What is the azimuth of line AB in Table 1.1. Table 1.1. ANS IN ANS de ANS Station N, m B ANS 1.2 What is the bearing of line AB in Table 1.2. Table 1.2 1.4500 3.0000 0 = tan" (" - Line AB -3-2500 1.2300 Bearing N E, m Azimuth 1.3 What is the azimuth of line AB in Table 1.3. Table 1.3 Line AB Station N, m A B Point 199° 17' 26.00" 1.4 What is the azimuth of line BC in Table 1.4. Table 1.4 1.2300 -3.2500 360 47 12.00" E E, m 0.5000 0.5000 -1.0000 2.0000 Angle to the right ABC 95° 25' 56.00"
1.1 What is the azimuth of line AB in Table 1.1. Table 1.1. ANS IN ANS de ANS Station N, m B ANS 1.2 What is the bearing of line AB in Table 1.2. Table 1.2 1.4500 3.0000 0 = tan" (" - Line AB -3-2500 1.2300 Bearing N E, m Azimuth 1.3 What is the azimuth of line AB in Table 1.3. Table 1.3 Line AB Station N, m A B Point 199° 17' 26.00" 1.4 What is the azimuth of line BC in Table 1.4. Table 1.4 1.2300 -3.2500 360 47 12.00" E E, m 0.5000 0.5000 -1.0000 2.0000 Angle to the right ABC 95° 25' 56.00"
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:1.1 What is the azimuth of line AB in Table 1.1.
Table 1.1
ANS
IN
ANS
de
ANS
Station
A
B
0 tan
ANS
1.2 What is the bearing of line AB in Table 1.2.
Table 1.2
Line
AB
N, m
1.4500
1.2300
3.0000 -3.2500
-3-2500 1.2300
Bearing
N
E, m
Azimuth
1.3 What is the azimuth of line AB in Table 1.3.
Table 1.3
Line
AB
199⁰ 17' 26.00"
Station N, m
A
B
Point
C
1.4 What is the azimuth of line BC in Table 1.4.
Table 1.4
36° 47' 12.00" E
E, m
0.5000
0.5000
-1.0000
2.0000
Angle to the right ABC
95° 25' 56.00"
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