6. LATITUDES tabulations are the observed data pertaining to four diffe- tent traverses. Compute 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 161.46 m 180.49 171.83 228 20' 267 43' 352 01' 82 12' 131 48 N59 33'E S39 18'E so6*35'w NI 7:48'w N70°59'W 1-2 1-2 427.00 m 301.95 2-3 2-3 3-4 3-4 445.66 4-5 229.70 4-5 326.73 434.50 5-1 130.55 5-1

6. LATITUDES tabulations are the observed data pertaining to four diffe- tent traverses. Compute 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 161.46 m 180.49 171.83 228 20' 267 43' 352 01' 82 12' 131 48 N59 33'E S39 18'E so6*35'w NI 7:48'w N70°59'W 1-2 1-2 427.00 m 301.95 2-3 2-3 3-4 3-4 445.66 4-5 229.70 4-5 326.73 434.50 5-1 130.55 5-1

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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Similar questions

Determine the adj. latitude and adj. departure of each course based on the observed data of a closed traverse.
B6
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. ****** "b" ****** 5.10 9. Find the length of line CD. A. 54.30 B. 32.10 C. 47.22 D. 50.01 10. Find the area of traverse. A. 1360.14 sq. m B. 2532. 42 sq. m C. 1256.68 sq. m D. 2680.52 sq. m
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
show the detailed solution for C- I. thank you
For the given data of a close traverse, determine the missing distance of course CD and the bearing of course DE, solve the AREA using DPD. Sketch the traverse. *Inserted Photo*
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 FA ****** "b" ****** 5 10 7. Find the double area that corresponds to course DE. A. 445.22 sq. m B. 409.59 sq. m C. 423.11 sq. m D. 498.60 sq. m 8. Find the azimuth from North of line DE. A. 54° В. 42° C. 108° D. 113°
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
- What is the corrected departure of course D-A using transit rule?- What is the corrected latitude of course C-D using transit rule?PLS PROVIDE COMPLETE SOLUTION THANKS
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.
I. TRANSIT RULE. Given in the accompanying tabulation are the observed data for a traverse obtained from a transit- tape survey. De- termine the latitudes and departures of each course and balance these quantities by employing the transit rule. Tabulate values accordingly. COURSE LENGTH AB BC CD 495.85m 850.62 855.45 AZIMUTH FROM NORTH 5°30' 46 02' 112°22' COURSE LENGTH 1,020.87m 1,117.26 660.08 DE EF FA AZIMUTH FROM NORTH 167°35' 263 44' 304°51' 2. ADJUSTMENT OF LENGTHS AND AZIMUTHS. Given the observed and calculated data in Problem No. I. Determine the adjusted length and adjusted azimuth (reckoned from north) of each course and tabulate values accordingly.
Given in the accompanying tabulation are the observed data for an open traverse which was made between stations A and E. Determine the shortest distance between the two stations and the direction of line AE or EA. Assume that the observed data are correct and without error. a) The computed length of course EA. b) The identified bearing and azimuth of course EA.