What is the bearing from Instrument A (Instru. A) to the Light post (Point D)? 110°20'35" 1000 E 5000 N Instru. A 335° 30' 45" 145° 30' 45" 65° 30' 45" O225°30' 45" 65°20'25" 1247.114 E 4751.420 N Light post Instru. B N

What is the bearing from Instrument A (Instru. A) to the Light post (Point D)? 110°20'35" 1000 E 5000 N Instru. A 335° 30' 45" 145° 30' 45" 65° 30' 45" O225°30' 45" 65°20'25" 1247.114 E 4751.420 N Light post Instru. B N

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

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.

Question

What is the bearing from Instrument A
(Instru. A) to the Light post (Point D)?
110°20'35"
1000 E
5000 N
Instru. A
335° 30' 45"
145° 30' 45"
65° 30' 45"
O225°30' 45"
65°20'25"
1247.114 E
4751.420 N
Light post
Instru. B
N

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