What is the correction for the latitude of BC using the transit method? Line AB BC CA a. 183.789 b. 185.879 O c. 184.78 d. 183.987 Length (m) 125.91 198.57 229.88 Consecutive co-ordinates Latitude -264.97 +182.96 +79.62 Departure +50.65 -104.62 +59.77

What is the correction for the latitude of BC using the transit method? Line AB BC CA a. 183.789 b. 185.879 O c. 184.78 d. 183.987 Length (m) 125.91 198.57 229.88 Consecutive co-ordinates Latitude -264.97 +182.96 +79.62 Departure +50.65 -104.62 +59.77

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

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

What is the correction for the latitude of BC using the transit method?
Line
AB
BC
CA
a. 183.789
b. 185.879
O c. 184.78
d.
183.987
Length (m)
125.91
198.57
229.88
Consecutive co-ordinates
Latitude
-264.97
+182.96
+79.62
Departure
+50.65
-104.62
+59.77

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What is the correction for the latitude of BC using the transit method? Line AB BC CA a. 183.987 b. 185.879 c. 183.789 O d. 184.78 Length (m) 125.91 198.57 229.88 Consecutive co-ordinates Latitude -264.97 +182.96 +79.62 Departure +50.65 -104.62 +59.77
What is the correction for the latitude of BC using the transit method? Line AB BC CA O Length (m) b. 125.91 198.57 229.88 a. 185.879 183.987 O c. 184.78 183 789 Consecutive co-ordinates Latitude -264.97 +182.96 +79.62 Departure +50.65 -104.62 +59.77
Given is Station C with N,E= (1000, 1000) B Line AB CD DE EA D Length: Bearing: 59.55 S 65° 47' E 96.00 $43° 9' E 75.32 542°51″W 117.88 N 58° 6' W 95.96 N 19°54'E Lat -27.23 Dep: 52.96 ماما .05) 40.04 - -55.23 -51.22 G2.28 -100.08 90.23 32.07 Compute for the Northings and Eastings of the stations, and COMPUTE for the AREA by splitting it into MULTIPLE TRIANGLES ABC, ACD, and ADE and SHOW the computation for lengths and bearings of sides CA and DA.
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What is the direction of the closing error for the following data? Line AB BC CA Length (m) 24.29 130.32 d. 249.11 a. 60°23¹ b. 60°29¹ c. 50⁰23¹ 62023¹ Latitude -102.31 +360.24 -257.43 Departure -119.22 -204.92 +323.26
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.
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PLEASE ANSWER THIS. I WILL SURELY UPVOTE!!! Use Cantilever method!!
Given the data of a mathematically closed traverse. LINE. ****** LAT ****** DEP AB ****** 19.77 ****** 11.88 BC ****** 17.33 ****** -16.6 CD ****** -45.02 ****** "a" DE ****** -12.54 ****** 29.55 EA. FA ****** "b" ****** 5 10 Type the letter of the correct answer 1. Find the value of 'a". A. -30.36 m B. -32.87 m C.-31.54 m D. -36.98 m Find the value of "b". A. 19.22 m B. 20.46 m C. 23.52 m D. 27.54 m 2.
3 7.5 Convert: *(a) 203°26′48″ to grads, (b) 4.56783 radians to degrees, minutes, and seconds, (c) 316.35988 gons to degrees, minutes, and seconds.
2. Complete the missing data. LINE DISTANCE (feet) BEARING AB 74.6039 DUE SOUTH ВС 132.2039 S 61.870 E CD 167.9143 N 75.55° E DE 183.9141 N 19.15° E EF 183.2644 N 59.88° W FG 124.8922 N 21.12° E GH 296.5704 DUE WEST HI 258.1493 S 38.75° E IJ
Adjusted Distance The adjusted latitude and adjusted departure for a line is given as: Adjusted latitude = - 118.7254 Adjusted departure Adjusted Distance = 155.90' 153.58' 151.85' 150.79' == 97.4288