Answered: D S 54°59'15" 382.24 ft N 45-55'20" E…

Engineering

Civil Engineering

D S 54°59'15" 382.24 ft N 45-55'20" E 276.52 ft A S 68°05'35" E 472.68 ft В N 19°46'00" w 216.13 ft

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

In table format, find the: computed latitudes and departures, correction of latitudes and departures, adjusted latitudes and departures, unadjusted bearings. Note: ABCD is a plot of closed traverse; the direction of the survey is shown on the plot; the values of correction and length must be in 3 decimal places. Correction: The bearing of DA is South-East direction and bearing of AB is South-West direction.

D
S 54°59'15"
382.24 ft
276.52 ft
А
S 68°05'35" E
472.68 ft
В
N 45-55'20"E
N 19°46'00" w
216.13 ft

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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Similar questions

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.
UPVOTE WILL BE GIVEN! Write the solutions legibly. Answer in 2 decimal places. FUNDAMENTALS OF SURVEYING What is the bearing of EA?
Fundamentals of surveying. For each set of survey data, determine the linear misclosure, direction of the side of error, and precision of the survey after the latitudes and departures are balanced by the compass rule. Tabulate values accordingly and draw to a suitable scale the adjusted traverse. Pls include tabulation and scale.
Q.3. A levelling table is given below. a) Calculate the elevations of every station given in the table and show the arithmetic check. If there is an error, please distribute it to the elevations. E = 40* K b) Đraw an illustrative figure for the levelling survey given in the table. Distance Is FS Station BS H.I. Elevation (m) (m) BM A 0.916 1486.813 90 1 1.020 80 1.860 90 3 0.173 1.376 60 4 0.112 1.769 90 5 1.008 3.511 130 1.360 90 7 0.740 110 8 0.688 0.707 70 ВМ В 1.176 1481.201 2.
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
AREA BY DMD. For the given sets of adjusted latitudes and adjusted departures shown in the accompanying tabulations, determine the area of each traverse (in sq.m. and ha.) using the double meridian distance method. ADJUSTED LATITUDE ADJUSTED DEPARTURE LINE +N -S AB 7i5.20 1200.53 вс CD DE 401.78 414.29 1735.58 419.88 1606.43 456.66 200.70 EF 617.59 FG 849.91 202.83 GA 233.53 677.83 Sums +2383.40 -2383.40 +2482.97 -2482.97 ADJUSTED LATITUDE ADJUSTED DEPARTURE COURSE +N -S +E - w 281.06 1-2 2-3 281.28 168.75 449.32 337.56 281.22 T12,50 450.66 450.03 225.08 450.06 335.86 Sums +900.09 m 900.09 m+1011.60mHio11.6Om N3456- -2345
Surveying
Provide the detailed figure and complete solution. For all the computed values with decimals, use four (4) digits after the decimal.
With complete solution and drawing
fundamentals of surveying. latitudes and departures.
fundamentals of surveying. AREA BY DPD. In the accompanying tabulations are the adjusted latitudes and adjusted departures of two traverses. By employing the double parallel distance method, determine the area (in sq. m. and ha.) of each traverse.