By adjusting the traverse using Compass Rule, 1. Find the latitude correction for line AB. A. 0.489 m B. 0.905 m C. 0.550 m D. 0.109 m 2. Find the corrected departure of line BC. A. 40.114 m B. 39.118 m C. 40.512 m D. 39.931 m

By adjusting the traverse using Compass Rule, 1. Find the latitude correction for line AB. A. 0.489 m B. 0.905 m C. 0.550 m D. 0.109 m 2. Find the corrected departure of line BC. A. 40.114 m B. 39.118 m C. 40.512 m D. 39.931 m

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

A closed traverse has the following data:
LINE / LENGTH (m) / Bearing
AB / 126.00 m/ N 35° E
BC / 233.00 m/ S 10° E
CA / 170.00 m/ N 41° W
By adjusting the traverse using Compass Rule,
1.
Find the latitude correction for line AB.
A. 0.489 m
B. 0.905 m
C. 0.550 m
D. 0.109 m
2.
Find the corrected departure of line BC.
A. 40.114 m
B. 39.118 m
C. 40.512 m
D. 39.931 m

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