Note: Use sketch wherever necessary! (Q1) Compute the coordinate of point P in the below figure, if you know the azimuth of AB equal (αAB= 240°10′05") and horizontal distance pf line CP equal (SCP=250.34 m). P(?, ?) C(?, 1227.52) 82 01 B(1030.10, ?) A (1372.71, 1215.30) 01 113°56'39" 02= 92°20'18"

Note: Use sketch wherever necessary! (Q1) Compute the coordinate of point P in the below figure, if you know the azimuth of AB equal (αAB= 240°10′05") and horizontal distance pf line CP equal (SCP=250.34 m). P(?, ?) C(?, 1227.52) 82 01 B(1030.10, ?) A (1372.71, 1215.30) 01 113°56'39" 02= 92°20'18"

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

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.

Question

Note: Use sketch wherever necessary!
(Q1) Compute the coordinate of point P in the below figure, if you know
the azimuth of AB equal (αAB= 240°10′05") and horizontal distance pf line
CP equal (Scp=250.34 m).
P(?, ?)
C(?, 1227.52)
82
01
B(1030.10, ?)
A (1372.71, 1215.30)
01- 113°56'39"
02 92°20'18"

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