Survey 1. Derive data needed to set out a circular curve of radius 600-m by theodolite and tape(deflection angle method) to connect two straights having a deflection angle 18°24', the chainageof the intersection point being 214-m. The least count is 20".2. A circular curve of radius 300 m is to be set out using two control stations A and B, theircoordinates being E 2134.091 m, N-1769.173m and E 2725.172 m, N 1696.142 m, respectively.The chainage of the first tangent point having coordinates E 2014.257 m, N 1542.168 m is 1109.27m. if the coordinate of the point of intersection are E 2115.372-m and N-1593.188 m, calculatethe bearing and distance from A required to set out a point X on the curve at chainage 1180 m.

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1. Derive data needed to set out a circular curve of radius 600-m by theodolite and tape (deflection angle method) to connect two straights having a deflection angle 18°24', the chainage of the intersection point being 214-m. The least count is 20".

1. Derive data needed to set out a circular curve of radius 600-m by theodolite and tape (deflection angle method) to connect two straights having a deflection angle 18°24', the chainage of the intersection point being 214-m. The least count is 20".

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

Survey

1. Derive data needed to set out a circular curve of radius 600-m by theodolite and tape
(deflection angle method) to connect two straights having a deflection angle 18°24', the chainage
of the intersection point being 214-m. The least count is 20".
2. A circular curve of radius 300 m is to be set out using two control stations A and B, their
coordinates being E 2134.091 m, N-1769.173m and E 2725.172 m, N 1696.142 m, respectively.
The chainage of the first tangent point having coordinates E 2014.257 m, N 1542.168 m is 1109.27
m. if the coordinate of the point of intersection are E 2115.372-m and N-1593.188 m, calculate
the bearing and distance from A required to set out a point X on the curve at chainage 1180 m.

Determining the relative position of points on the Earth's surface and measuring the angle and distance between them in order to calculate the required parameters such as elevation and enclosed area.

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