Note: Assume any suitable values for missing data. WCB of Line AB = X*5 (X is one ) Q. The following traverse table contains data taken by theodolite and tape Line WCB AB BC CD DE EA Total Length Station A 69.90 81.00 42.90 37.65 114.60 B C D E Angle 96° 53'03" 75°03' 05" 159° 05′ 03″ 128° 33' 31" the direction of survey is clockwise. 80° 25' 18" (X* 5)° Complete the gales traverse table as follows: Apply all necessary corrections for angles. Find Direction of all other bearings. Find reduced bearings. Find the Latitude and departure of all lines. Apply necessary corrections. Find corrected Latitude and Departure. Find the area by Latitude and Departure method. Find independent coordinates knowing the coordinate for point A Northing=500m, Easting-300m. Find the area by coordinate method.

Note: Assume any suitable values for missing data. WCB of Line AB = X5 (X is one ) Q. The following traverse table contains data taken by theodolite and tape Line WCB AB BC CD DE EA Total Length Station A 69.90 81.00 42.90 37.65 114.60 B C D E Angle 96° 53'03" 75°03' 05" 159° 05′ 03″ 128° 33' 31" the direction of survey is clockwise. 80° 25' 18" (X 5)° Complete the gales traverse table as follows: Apply all necessary corrections for angles. Find Direction of all other bearings. Find reduced bearings. Find the Latitude and departure of all lines. Apply necessary corrections. Find corrected Latitude and Departure. Find the area by Latitude and Departure method. Find independent coordinates knowing the coordinate for point A Northing=500m, Easting-300m. Find the area by coordinate method.

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

Methods of Surveying

Surveying is the practice to determine the relative three-dimensional positions of various points on the earth’s surface. This is done by computing the vertical and horizontal distances, angles between the points, collecting the observations, and plotting them on a map of any appropriate scale. Accuracy can be achieved by using the latest instruments like a theodolite, tachometer, etc. Leveling is a subdivision of surveying where the objective is to locate the elevation of objects considering a datum level.

Question

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Note: Assume any suitable values for missing data.
WCB of Line AB = X*5 (X is one )
Q. The following traverse table contains data taken by theodolite and tape
Line
Length
WCB
AB
BC
CD
DE
EA
Total
69.90
81.00
42.90
37.65
114.60
Station
A
B
C
D
E
Angle
96° 53' 03"
75°03' 05"
159° 05′ 03"
128° 33' 31"
the direction of survey is clockwise.
80° 25' 18"
(X* 5)°
Complete the gales traverse table as follows:
Apply all necessary corrections for angles.
Find Direction of all other bearings.
Find reduced bearings.
Find the Latitude and departure of all lines. Apply necessary corrections.
Find corrected Latitude and Departure.
Find the area by Latitude and Departure method.
Find independent coordinates knowing the coordinate for point A
Northing=500m, Easting=300m.
Find the area by coordinate method.

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