A theodolite traverse carried out between two points A and B onthe line of a proposed tunnel resulted in the following observationsbeing obtained:LineLength (m)128.88A-(i)(i)-(ii)208.56(ii)-(iii)96.54(iii)-B145.05Calculate the bearing and distance of point B from point A.Bearing086°37'165°18'223°15'159°53'

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neodolite traverse carried line of a proposed tunnel re ag obtained: Bear 086° Line A-(i) (i)-(ii) 165° (ii)-(iii) 223° (iii)-B 159°-

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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State Plane Coordinate Systems

The state plane coordinate system (SPCS or SPS) is a collection of 124 coordinate systems or geographic zones prepared for particular regions of the U.S. Every state consists of one or more than one state plane zone, the boundaries of which generally follow the county lines. Inside the U.S., there are 110 zones in total, 10 more zones in Alaska, 5 in Hawaii, and 1 for Puerto Rico and US Virgin islands. The system is extensively used for geospatial and geographic data assembling by the state and local governments.

Question

A theodolite traverse carried out between two points A and B on
the line of a proposed tunnel resulted in the following observations
being obtained:
Line
Length (m)
128.88
A-(i)
(i)-(ii)
208.56
(ii)-(iii)
96.54
(iii)-B
145.05
Calculate the bearing and distance of point B from point A.
Bearing
086°37'
165°18'
223°15'
159°53'

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