7-8 (L) Determine the coordinates of station S, the point of intersection between lines AB and PQ. The coordinates of stations A, B, and P are shown in figure; the measured azimuth of PQ is 50°. N 1000 E 900 A P Azimuth 50° N 650 E 1050 X 40 G S x₂ Q B N 700 E 1400 2 line РФ Slop tanu = Y - Y₁ = m (x- 6.50 N: Y = 802 10

7-8 (L) Determine the coordinates of station S, the point of intersection between lines AB and PQ. The coordinates of stations A, B, and P are shown in figure; the measured azimuth of PQ is 50°. N 1000 E 900 A P Azimuth 50° N 650 E 1050 X 40 G S x₂ Q B N 700 E 1400 2 line РФ Slop tanu = Y - Y₁ = m (x- 6.50 N: Y = 802 10

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

B
7-8 (L) Determine the coordinates of station S, the point of intersection between lines AB and
PQ. The coordinates of stations A, B, and P are shown in figure; the measured azimuth of PQ is
50°.
yem
N 1000
E 900
A
Azimuth
50⁰
P
N 650
E 1050 X
400
S
Q
B
N 700
X, E 1400
line
РФ
Slop = fan yo
५०
ya Y₁ =mi (x~x
6.50
10
N: Y = 802.1
E: XS 1230.

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