Given the following Northing and Easting, use the COORDINATE METHOD to se area of this traverse: Northing (Y) Easting (X) A 1073.02 931.45 В 1101.8 877.47 1000 1000 Area In addition, complete the table Latitude Departure Distance Bearing AB

Given the following Northing and Easting, use the COORDINATE METHOD to se area of this traverse: Northing (Y) Easting (X) A 1073.02 931.45 В 1101.8 877.47 1000 1000 Area In addition, complete the table Latitude Departure Distance Bearing AB

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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1. Given the accompanying tabulation are the observed data for a closed traverse. Determine the following quantities; latitudes and departures of each course, linear error of closure, bearing of side of error and precision of the measurements. LINE Length (m) 233.10 Azimuth from North AB 122 30 85 15 20 00 333 35 254 08 213 00 вс 242.05 CD DE 191.50 234.46 EF 270.65 252.38 FA
questions by completing the tabulation below. What is the adjusted length of line AB using transit rule? COMPUTED LATITUDE COMPUTED DEPARTURE LINE DISTANCE (m) BEARING E 517.46 20.09 N 647 25 203.03 720.35 610.24 275.13 S 53.08-E S5.68- E N 15.53-E N 75.41- W S 26.16- W 388.80 202.03 AB BC CD DE 694.05 192.87 EA SUMS COMPASS METHOD ADJUSTED LATITUDE DEPARTURE LATITUDE DEPARTURE 4.89 1.53 5.45 ADJUSTED LENGTH ADJUSTED BEARING LINE CORRECTION ADJUSTED АВ BC CD DE 2.63 0.83 2.93 -391.43 -202.86 691.12 512.57 18.56 187.42 644.91 203.71 716.08 S 52.63-E S5.23 E N 15.17 E EA SUMS TRANSIT METHOD ADJUSTED LATITUDE DEPARTURE LATITUDE DEPARTURE ADJUSTED LENGTH ADJUSTED BEARING LINE CORRECTION ADJUSTED AB BC CD DE EA SUMS N 15.43 E N 75.67- W S 26.32- W 4.12 0.91 1.46 2.48 7.60 1.56 689.93 152.81 -248.41 190.39 598.16 -122.86 715.72 617.37 277.13 ADJUSTED LATITUDE -391.43 -202.86 691.12 ADJUSTED DEPARTURE 512.57 18.56 187.42 COURSE DMD 2A DPD 2A 512.57 1043.70 1249.68 -391.43 -985.72 497.46…
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From the field notes of a closed traverse shown below, adjust the traverse using transit rule. LINES BEARING DISTANCES AB DUE NORTH 400 M BC N 45-00 E 800 M CD S 60-00 E 700 M DE S 20-00 W 600 M EA S 86-59 W 966.34 M
Using the coordinate method find the area of the Travers (ABCD). Round your answer to the nearest whole number. use two digits after decimal point (00.00). Easting (x) 00 Station Northing (y) 00 21.65 00 -12.5 -25 -12.5 21.65 ABCD
10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data for two different traverses. LATITUDE DEPARTURE AZIMUTH FROM SOUTH LINE DISTANCE +N -S +E 99°45' 154 00' 242 30' 353 15' AB 357.20 m 60.49 352.04 183. 18 164.64 80.30 CD 430.05 198.57 381.46 DA 425.18 422.23 49.97 Sums 1395.61m + 423. 70 -422.23 +431.43 -432,34 (D) (ENL) (ESL) (EED) (E WD)
Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the station Q is the origin (use the transit rule method). Line Bearing Length (m) QR RS ST TQ N62° 02′ 30″E N27° 35' 10"W S78° 41' 15"W S07° 58' 00″W 172.2 87.52 93.81 141.08
Given in the accompanying tabulations are the observed the data of a traverse. Compute the following: Adjusted Latitude of line DA Adjusted Departure of line CD Adjusted Latitude of line BC Adjusted Departure of line AB Total Adjusted Length
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
Latitude and Departure Given the observed data of a closed traverse, determine the latitudes and departures of each line. Line Length Bearing AB 427.000 m N 59°33’ E BC 301.950 m S 39°18’ E CD 445.660 m S 06°35’ W DE 326.730 m N 17°48’W EA 434.500 m N 70°59’ W * Indicate the sign for latitude and departure * Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
6. LATITUDES tabulations are the observed data pertaining to four diffe- rent traverses. CoOmpute and tabulate the latitudes and departures of each course. AND DEPARTURERS. Given in the accompanying AZIMUTH FROM SOUTH LINE LENGTH BEARING LINE DISTANCE NO0° 42'E S85 57'E so3* 04'w S52 51'w 242 30' 353 15' 99 45' 154 00 AB 732.72m JK 430.05 m BC 324.78 KL 425.18 CD 477.24 LM 357.20 DA 388.08 MJ 183.18 AZIMUTH COURSE LENGTH COURSE LENGTH BEARING FROM NORTH 228 20' 267 43' 352 01' 82 12' 131 48' N59 33'E S39 18'E so6*35'w NI7:48'w N70°59'w 1-2 161.46 m 1-2 427.00 m 301.95 180.49 2-3 3-4 2-3 171.83 3-4 445.66 4-5 229.70 326.73 434.50 4-5 5-1 130.55 5-1 7. ERROR OF CLOSURE. Given the following tabulated data for vevs
answer Adj. departure of DA only