Q3): The following data were collected while running a closed traverse ABCDA starting from Atoward B. Calculate:LineABBCCDDA1- Coordinates of A (Easting and Northing).2- Azimuth of BC and CD3- Coordinates of point C4- Coordinates of point D5- Linear misclosure6- Traverse precisionLength (m)330767411727.438Azimuth181°25'263° 32' 17"PointA (fixed)BCDA (calculated)Easting (m)392.341NNorthing (m)270.601DAnglesB = 88° 25'C = 85° 10'@

Note:- Dear student as per bartelby guidelines we are supposed to answer only first 3 sub-parts.…

Q3): The following data were collected while running a closed traverse ABCDA starting from A toward B. Calculate: 1- Coordinates of A (Easting and Northing). 2- Azimuth of BC and CD 3- Coordinates of point C N

Q3): The following data were collected while running a closed traverse ABCDA starting from A toward B. Calculate: 1- Coordinates of A (Easting and Northing). 2- Azimuth of BC and CD 3- Coordinates of point C N

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

Q3): The following data were collected while running a closed traverse ABCDA starting from A
toward B. Calculate:
Line
AB
BC
CD
DA
1- Coordinates of A (Easting and Northing).
2- Azimuth of BC and CD
3- Coordinates of point C
4- Coordinates of point D
5- Linear misclosure
6- Traverse precision
Length (m)
330
767
411
727.438
Azimuth
181°25'
263° 32' 17"
Point
A (fixed)
B
C
D
A (calculated)
Easting (m)
392.341
N
Northing (m)
270.601
D
Angles
B = 88° 25'
C = 85° 10'
@

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A closed traversed has the following data. LINE DISTANCE BEARING AB 185.33 N 43 E BC 258.28 S 67 E CD ? S 38 W DE ? S 81 W EA 150.87 N 27 W The summation of the latitude and departure of the traverse are -26 and 55, respectively. Using COMPASS RULE, determine the follwowing:(Round off into four decimal places)DETERMINE THE CORRECTED LATITUDE OF THE LINE CD.
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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