I need the answer quickly RAURRR ): For the traverse shown in Figure 1, point P has coordinatesof x-110.110 m, y=165.220 calculate :The balanced coordinates of the unknown stations R, S and station T87.933 mS.110°50'10", 108°30'15`66.717 m118.245 m87 36'44"157.281 m53°03'11AZ P.R of line PR = 35°10'35"Coordinates P (Xp = 110.110, yp= 165.220 m)A In figure (2)assume the coordinates of point A areX=122.456m,and Y-239.456m,and that the coordinates of point B areX=546.456m, Y=677.456m. If the azimuth of AP is AZap 77°44'33", andradius of circle is R=390m, what are possible coordinates of point P?

We can adjust Latitude and departures by 2 methods . 1) Compass rule . 2) Transit rule .

Answered: RENATA y): For the traverse shown in…

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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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- 5- Distance BC and CD. 6- Coordinates of C (Easting and Northing). Interior angles A and B 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
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
V;19 | ZAO N O o GOX U | KOREK Traverse_ho... 0:- The table below shows the ficld measurements for a traverse A, B.C. D, E, if the Azimuth of AB = 290" and the coordinate of point A (1000, 1000) . Calculate the coordinates of all stations of the traverse. Point Line Length(m) Azimuth Angle to the right A AB 50 290 B 90 BC 65 95 CD 61 D 120 DE 50 E A
Given the following notes for a closed traverse. Determine the following: a) Coordinates of station E (x.y). (Blank 1.Blank 2) b) Area of the traversed using coordinate method in m^2. Blank 3 ADJUSTED ADJUSTED ... LINE DEPARTURE LATITUDE AB 395.60 352.00 ВС 591.60 23.40 CD 78.30 -558.20 DE -746.30 -102.50 EA -319.20 285.30
3. The following data if a closed traverse is shown in the technical description. The area of the closed traverse is 63147.05 sq. m. LINES AB BC CD LAT. a -240.20 -160.00 DA 179.70 Solve for the unknown variables. DEP. 120 с e -220 DMD b d f 8 2A 26460.0 X -86480.0 39534.0
I. Determine the interior angles of each stations and azimuths for each surveying lines. AZAB = INTZA = 40 40P 37 AZBC = INTZB = C 30 22 AZCD = INTZC = 66° 40' AZDE = INTZD = 15° 12 1s° 58 AZEA = INTZE =
Line AB BC CD DA A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Length(m) 140.24 99.27 B Direction 77°55'30" 173°37'20" E D D 137.137 11.027 L sine L 101.0 29.337 -98.656 L cose AD=151.515m,0=257°55'37" O AD=151.515m,0=77°55'37" O AD=145.735m,0=257°55'37" AD=144.735m,e=257°55'37" O AD=144.735m,0=77°55′37" O
From the following traverse notes, compute the corrected distance of line CD using Transit Rule. LINE BEARING DISTANCE LATITUDE DEPARTURE А-В N 15 30' E 60.00 m + 57.81 16.03 В-С S 82 23' E 72.69 9.63 72.04 S 17° 20' E - 42.79 C-D 44.83 13.36 D-E S 70 36' W 56.45 18.75 53.25 E-A N 74 20' W 50.00 + 13.50 48.14
Situation 4] From the given data of a closed traverse, The adjusted bearing of BC using compass rule. The adjusted bearing of DA using compass rule. The total area using Coordinates method. The total area using Double Parallel Distance method. i. ii. iii. iv. Distance, m 368.76 Line Bearing N15°18'E AB BC CD S85046'E S18030W N77035W 645.38 467.86 DA 593.00
From the field notes of a closed traverse shown below, adjust the traverse: DISTANCES Due North 400.00 m 800.00 m 700.00 m 600.00 m 966.34 m LINES BEARING АВ ВС N45°E S60°E CD DE S20°W EA S86°59'W a. Compute the correction of latitude on line CD using transit rule. b. Compute the correction of latitude on line CD using compass rule. c. Compute the linear error of closure. d. Compute the relative error of precision.
Bearing Angle Traverse Given the tabulated measurement of a closed traverse with unknown length and bearing of line EA, determine the following: The Latitude and Departure of each Line. The Length of Line EA. The Bearing of Line EA. Plot the Traverse. Line Length Bearing AB 585.730 m S 47°10’ E BC 496.080 m N 65°38’ E CD 999.900 m S 79°52’ E DE 795.340 m N 55°25’ E EA Unknown Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. Note: Please be accurate in providing solution. Thank you so much.
Q5) If |BC| = 166.176 m, determine Azimuth (AB), JAB| and coordinates of point C x=906.54m B x=879.94m A y388.09m 115.91g y=253.95m

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