A closed traverse has the following data: Line AB BC CD DE EA Find the distance of line EA. a. 117.81 m b. 127.85 m c. 113.68 m d. 116.09 m Distance (m) 52.50 31.82 60.44 45.16 Bearing N 68020¹ E S 37°52' E S 28⁰07¹ W S 08036¹ E

A closed traverse has the following data: Line AB BC CD DE EA Find the distance of line EA. a. 117.81 m b. 127.85 m c. 113.68 m d. 116.09 m Distance (m) 52.50 31.82 60.44 45.16 Bearing N 68020¹ E S 37°52' E S 28⁰07¹ W S 08036¹ E

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

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

DUE NOW. Please answer it correctly. This is a Surveying Question. Thanks!

A closed traverse has the following data:
Line
AB
BC
CD
DE
EA
Find the distance of line EA.
a. 117.81 m
b. 127.85 m
c. 113.68 m
d. 116.09 m
Distance (m)
52.50
31.82
60.44
45.16
Bearing
N 68°20' E
S 37°52' E
S 28°07¹ W
S 08036' E

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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Step 1: Given data:-

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Step 2: Finding the azimuth , latitudes and departures of the given traverse:-

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Step 3: Finding the distance of line EA:-

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Q3): The following data were collected while running a closed traverse ABCDA. Calculate: Line AB BC CD DA 2- Linear misclosure 3- Traverse precision Length(m) 330 866.8846 411.0045 827 Sum=2435.15 Azimuth 181°25' 89°50' 355°00' 264°18'20" Point A B C 1358.7 D 1323.167 A (calculated) 500 Easting 500 491.84 = = Northing 500 170.1 172.62 582.059 500
Q1. Calculate departures and latitudes of the following ABCDE traverse. 3 N A 285.40' •N26°10'E E 5 75 25 E 640.45' 647.02' 5306 W N 0°42' W 720.8 203.00 5 15 30¹ W
Q6) Determine |AB| and coordinates of points C,D,E,F,G,H and X. N 79.08g S3 111.77159 s2 S1 144.3233g E A S4 293.03739 S5 252.1676g B (grad) a (grad) S (m) Y (m) x (m) STATION Ду Дх A 70.984 632.089 B 232.964 687.333 158.090 141.338 D 188.521 E 99.712 F 118.203 G 172.782 H 97.426 116.0859g 2806279g
Q7) Calculate the coordinates. Check whether the error is acceptable. Make corrections. N 59.0701g S2 145.5558g S1 161.51849 A x=315.122m $3 S6 120.6210g 167.8089g S4 F S5 Y (m) x (m) Дх B (grad) a (grad) S (m) Ay STATION A 137.619 214.077 170.542 D 189.664 225.219 F 156.907 A 8 y=74.056m
PROBLEM 1. Given in the accompanying tabulation are the adjusted latitude and adjusted departure of a closed traverse. Calculate the area by the DMD method LINE ADJ ADJ LAT DEP AB - 125.055 + 196.387 BC +20.241 + 241.003 CD +180.107 + 65.326 DE +210.169 - 104.519 EF -74.003 - 260.516 FA - 211.459 - 137.681
SITUATION 5 A closed traverse has the following data. Line A-B B-C C-A Bearing N 45°00'00" E S 12°00'00" E Distance (m) 1400.00 1800.00
SITUATION A closed traverse has the following data: LINE DISTANCE BEARING N 47° E S 69° E S 39° W S 87° W N 25° W АВ 179.00 258.20 BC CD DE EA ? 145.41 2 What is the length of line CD? 3 What is the length of line DE?
Q3: A: Draw the diagram of traverse classification. B: In closed traverse ABCD. The partial coordinates were known as shown below. Determine its area by DMD method. 04 N Dofland OWODY dienstl it with (nm) dinostim Mem. AB BC CD DA ΔΧ 40 -80 -50 AY 60 100 -70
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Q3): The following data were collected while running a closed traverse ABCDA. Calculate: 1- Coordinates of B (Easting and Northing). N Line AB BC CD DA 4- Interior angles A and B 5- Distance BC and CD. Length (m) 330 827 Sum= 2435.15 Azimuth 181°25' 89°50' 355°00' 264°18'20" Point A B C D A (calculated) = Easting 500 B 1323.167 Northing 500 582.059 A= B= Angles
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