3. The data of a closed traverse is shown below. Complete the table below and determine the area using DMD method. LINE DISTANCE(m) BEARING LAT DEP DMD 2A AB 106.75 N 28°26' E N 82 10' E S 12°01' W S 52 29' W ВС 99.75 CD 70.83 DE 83.29 EA 69.98 N 79°40' W

3. The data of a closed traverse is shown below. Complete the table below and determine the area using DMD method. LINE DISTANCE(m) BEARING LAT DEP DMD 2A AB 106.75 N 28°26' E N 82 10' E S 12°01' W S 52 29' W ВС 99.75 CD 70.83 DE 83.29 EA 69.98 N 79°40' W

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

Area Computations

The area is the mathematical estimation of the inner space occupied by any shape or object and area computation is the evaluation of how much inner space that particular shape or object has utilized. Simple applications include calculating the area of wall for the quantity of paint or plaster to be applied on it, area calculations for construction of a trapezoidal dam and how much material is required, calculating the area of a circle to determine the range or distance of wheels that they are capable of covering due to varied radii and so on.

Question

3. The data of a closed traverse is shown below. Complete the table below and determine the
area using DMD method.
LINE
DISTANCE(m)
BEARING
LAT
DEP
DMD
2A
N 28°26' E
N 82 10' E
S 12°01' W
S 52°29' W
N 79°40' W
AB
106.75
ВС
99.75
CD
70.83
DE
83.29
EA
69.98

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Given the following data for a closed traverse in which the length of sides BC and CD are unknown. For Length and Bearing of AB (795.62 m, S 03 deg 05’ W), BC (Unknown, S 52 deg 50’ W), CD (Unknown, N 12 deg 42’ W), DE (650.25 m, N 40 deg 15’ E), EA (541.55 m, S 85 deg 58’ E). If BD is chosen as the closing line, its length is • 977.23 m • 902.13 m • 853.71 m • 24.11 m • 903.48 m
Table 1 shows a closed traverse data by student from UiTM Perlis, find out the interior and exterior angle for each station. Table 1 Station Bearing Distance (m) 1-2 45o 55' 20” 27.468 2-3 125o 01' 00” 38.225 3-4 248o 05' 30” 47.272 4-1 340o 13' 45” 21.612
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PLS PROVIDE COMPLETE SOLUTION THANKS
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Given the following data for closed traverse, determine the following:
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