The bearing from point A to point B is N90E. If the Coordinates of A are 5000.00, 5000.00, what are thecoordinates for B?A98.25'с107.55'76°B What is the change in Northing from point B to point C?A98.25'C107.55'76°B

Objective: To determine- a) Coordinates for B, b) Change in Northing from point B to point C…

Answered: The bearing from point A to point B is…

The bearing from point A to point B is N90E. If the Coordinates of A are 5000.00, 5000.00, what are the coordinates for B? A 98.25' C 107.55' 76° B

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

The bearing from point A to point B is N90E. If the Coordinates of A are 5000.00, 5000.00, what are the
coordinates for B?
A
98.25'
с
107.55'
76°
B

What is the change in Northing from point B to point C?
A
98.25'
C
107.55'
76°
B

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