fundamentals of surveying. graphical adjustment 15. GRAPHICAL ADJUSTMRNT. Trace accurately the traverseplotted below and perform the reguired graphical adjustmentto close the traverse. The correction triangle must also beportrayed.error of closured2D.

Introduction- The Guide survey is a simple and frequently used method for establishing the relative…

ADJUSTMENT. Trace accurately the traverse 15. GRAPHICAL plotted below and perform the reguired graphical adjustment to close the traverse. The correction triangle must also be portrayed. error of closure di d2

ADJUSTMENT. Trace accurately the traverse 15. GRAPHICAL plotted below and perform the reguired graphical adjustment to close the traverse. The correction triangle must also be portrayed. error of closure di d2

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

fundamentals of surveying. graphical adjustment

15. GRAPHICAL ADJUSTMRNT. Trace accurately the traverse
plotted below and perform the reguired graphical adjustment
to close the traverse. The correction triangle must also be
portrayed.
error of closure
d2
D.

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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Answers a) 0.436 b) 17.44 kPa c) 31.98 kPa d) 3.57 kN/m3
4QT is 400
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A traverse was done by a group of civil engineering students. The folowing measurementswere recorded. Refers to the figure below.a. Calculate the azimuth and bearing of the traverse lines. b. Adjust the traverse by compass rule. c. Calculate the area enclosed by the traverse. Use DMD method. d. Calculate the coordinates of all stations if TP has N = 1230.014 and E = 9180.017Note: Tabulate your calculations.
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