Engineering1. With the following data for a closed traverse,Find the latitude and longitude.The coordinates of C are 267.3 N and 580.8E. Find:A. the other coordinates,B. latitude error,C. length error,D. linear closure error,E. precisionF. polygon areasideBearingDistance (m)АВN48°20'E529.6BCN87°43'E592CDS7059'E563.6DES82°12'W753.4EAN48°12'W428.2

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1. With the following data for a closed traverse, Find the latitude and longitude. The coordinates of C are 267.3 N and 580.8E. Find: A. the other coordinates, B. latitude error,

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

Engineering
1. With the following data for a closed traverse,
Find the latitude and longitude.
The coordinates of C are 267.3 N and 580.8E. Find:
A. the other coordinates,
B. latitude error,
C. length error,
D. linear closure error,
E. precision
F. polygon area
side
Bearing
Distance (m)
АВ
N48°20'E
529.6
BC
N87°43'E
592
CD
S7059'E
563.6
DE
S82°12'W
753.4
EA
N48°12'W
428.2

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An irregular lot was surveyed to obtain its area. Compute for the lot’s area using DPD method. (Balance the traverse using the Compass Rule). The obtained data are as follows:
FUNDAMENTALS OF SURVEYING 1 All azimuths are measured from South. All angles must be written to the nearest minute only. All latitudes and departures must be written to two decimal places only. 3.The algebraic sum of latitude and departure of a six-sided tract of land are as follows: EL = - 1.35m, precision or relative error of the survey. ED = + 1.18 m. If the total length of boundary is 455. 56m, determine the 4.The latitude and departure of a traverse line were computed as +77.56m and – 87.78m respectively. a) Determine its bearing b) Determine azimuth, c) Determine is distance.
1. Given the following tabulations are observed and calculated data for a traverse. Balance the latitudes and departures by the COMPASS RULE and compute for the area of the closed traverse by DOUBLE PARALLEL METHOD (DPD). Tip: Before you compute for the area of the closed traverse, you must first adjust the latitudes and departures. LINE DISTANCE AZIMUTH LATITUDES LATITUDES DEPARTURES DEPARTURES (-S) FROM SOUTH 99°45' 154°00' 242°30' 353°15' (+N) (+E) (-W) 357.20 m 183.18 430.05 AB 60.49 164.64 198.54 352.04 80.30 BC CD DA SUMS 381.46 49.97 425.18 422.23 423.70 422.23 431.43 432.34
13. A surveyor needs to determine the coordinate of an inaccessible location, point C. Setting up on point A, they sight point B (due east of point A) and set 0 on their total station. The measured distance between A and B is 400 m. The surveyor points the total station at point C (north of point B and east of point A) and reads an angle to the right of 340°20'15". Given that the UTM coordinate of point A is 680100.455 mE, 4912081.750 mN (UTM 17T, NAD83) what are the coordinates of points B and C?
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