The table below shows the field measurements for a traverse A , B, C, D, E, if the Azimuth of AB = 290° and the coordinate of point A (1000,1000) . Calculate the coordinates of all stations of the traverse.

The table below shows the field measurements for a traverse A , B, C, D, E, if the Azimuth of AB = 290° and the coordinate of point A (1000,1000) . Calculate the coordinates of all stations of the traverse.

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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Question

0:-
The table below shows the field measurements for a traverse A , B , C, D, E, if the Azimuth
of AB = 290° and the coordinate of point A (1000,1000). Calculate the coordinates of all
stations of the traverse.
Point
Line
Length(m)
Azimuth
Angle to the right
A
АВ
50
290°
B
90°
ВС
65
C
950
CD
61
D
120°
DE
50
E

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For the given data of a close traverse, determine the missing bearings of courses DE and EF then solve the AREA using DPD. Sketch the traverse. *Inserted Photo*
For the traverse below with the given Azimuth from 2-3 of 42°, compute the Azimuths for each side. Length 3-4: 102.67' Angle 4 Length 4-5: 106.33' 147° 28' 11" Angle 5 89° 51' 21" Angle 3 69° 5' 5" Angle 1 104° 5' 12" Angle 2 129° 30' 11" Length 1-2: 104.175 Length 5-1: 98.71' Azimuth 2-3: 42° Length 2-3: 112.75
Q1). The interior angles and lengths are given in below table, were obtained in a closed- loop traverse. The coordinates of the station A are EA (2500) m and NA (3000) m. Determine: 1- The correct coordinates of all traverse stations. 2- Area enclosed by (ACBA). Interior angle Length (m) Forward. azimuth BAE(114°35') AB(350) AB (124°0') AED(73 25') BC(700) EDC(241 40') CD(295) DCB(35°20') DE(245) CBA(75'0') EA(405) E U N B
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Q3- Correct the following traverse and compute station coordinates: Length (m) station A (x=1000m,b=1000m) AB B C side A BC CA 400.32 300.48 500.23 Azimuth 180° 00'00" 89°55'05" 323° 4' 44"
Point p and q have elevation of 600m and 300m respectively.the photographic coordinates of point p and q were measured as p(35,25) and q(20,50) in millimeters.the photographs was taken with a camera having a focal length of 210mm and from an altitude of 2500m find the lenth of line pq .
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a) a closed traverse survey involved measurements of angels (using theodolite) and distances between 3 stations A, B, C, from the data given in the table below, determine and correct the closing errors in angular measurements and in northing and easting (of the sides), and hence determine the corrected values of stations coordinates, where azimuth of AB 90° and coordinates of (A) are (500 N, 500 E). Finally, compute the traverse area from its coordinates. measured measured point side length angle A 60 12 10 АВ 110.5 60 31 44 ВС 111.7 59 16 15 СА 112.3 A
5) [Book problem 7.17] Course AB of a five-sided traverse runs due north. From the given balanced interior angles to the right (A - E as shown below), compute and tabulate the bearings and azimuths from north for each side of the traverse. A = 156°23'53", B = 53°36'08", C = 83°15'58", D = 153°52'00", and E = 92°52'01" (Hints: you are asked to compute the azimuths and bearings of a 5-sided polygon traverse, whose first course, AB, runs due north, and whose balanced interior angles to the right are given. Use the tabular method demonstrated in class.)
3. From the given traverse below, complete the table: Azimuth (from LINE Bearing North) AB BC CD DE EA 280 25' 118 20' 82 10 EO28°36' 137 73 44
Compute the azimuths in the traverse (as shown in the figure), given that azimuth AB equals 126°55’17”, and that the angles within the traverse are the following: Angle A = 100˚45’35” Angle B = 231˚23’41” Angle C = 17˚12’56” Angle D = 89˚03’26” Angle E = 101˚34’22” Convert the given azimuths computed into bearings.