Show your table.10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data fortwo different traverses.LATITÚDEDEPARTUREAZIMUTHLINEDISTANCEFROM SOUTH+N+E352.0480.3099*45'154°00242 30353 15'AB357.20 m60.49вс183. 18164.64198.57381.46430.05425.18CD422.2349.97DA+431.43 |-432.34(Z WD)Sums1395.6I m423.70-422.23(ENL)(ESL)(ΣΕΟ)(D)LATITUDEDEPARTUREAZIMUTHFROM NORTHCOURSELENGTH++-S+E-W380. 38 m51 9.30O°50'296*06'205 54'135 20'33 27'95 39'CD380. 345.53DE228.46466.35303.08EF693.87624.18FG417.98297.27293.83GH403.93337.03222.65HC249.0024.51247.79Sums2664.46m+945.83-945.96+769.80-769.43(D)ENL)(ESL)CEED)(EWD)For each set of traverse data, balance the latitudes and departures by the transit rule. Alsodetermine the linear error of closure, bearing of the side of error, and the precision of themeasurements made. Tabulate all observed and calculated values into a convenient format andprepare a sketch of the adjusted traverse.

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Show your table. 10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data for two different traverses. LATITUDE DEPARTURE AZIMUTH LINE DISTANCE FROM SOUTH +N -S +E -W 352.04 99°45' 154°00 242 30 353 15' 357. 20 m 60.49 AB вс 80.30 183. 18 430.05 164.64 198.57 381.46 CD 422.23 49.97 DA 425.18 + 423.70 -422.23 +431.43 -432.34 Sums 1395.6I m (ENL) (ESL) (ZED) (ZWD) (D) LATITUDE DEPARTURE AZIMUTH FROM NORTH COURSE LENGTH +N -s +E 380. 38 m 51 9.30 CD o*50' 296°06' 205 54' 135 20' 33 27' 95 39' 380. 34 5.53 DE 228.46 466.35 303.08 EF 693. 87 624.18 FG 417.98 297.27 293.83 GH 403.93 337.03 222.65 HC 249.00 24.51 247.79 Sums 2664, 46 m +945.83 -945.96 +769.80 -769.43 (D) ENL) (ESL) CEED) (EWD) For each set of traverse data, balance the latitudes and departures by the transit rule. Also determine the linear error of closure, bearing of the side of error, and the precision of the measurements made. Tabulate all observed and calculated values into a convenient format and prepare a sketch of the adjusted traverse.

Show your table. 10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data for two different traverses. LATITUDE DEPARTURE AZIMUTH LINE DISTANCE FROM SOUTH +N -S +E -W 352.04 99°45' 154°00 242 30 353 15' 357. 20 m 60.49 AB вс 80.30 183. 18 430.05 164.64 198.57 381.46 CD 422.23 49.97 DA 425.18 + 423.70 -422.23 +431.43 -432.34 Sums 1395.6I m (ENL) (ESL) (ZED) (ZWD) (D) LATITUDE DEPARTURE AZIMUTH FROM NORTH COURSE LENGTH +N -s +E 380. 38 m 51 9.30 CD o*50' 296°06' 205 54' 135 20' 33 27' 95 39' 380. 34 5.53 DE 228.46 466.35 303.08 EF 693. 87 624.18 FG 417.98 297.27 293.83 GH 403.93 337.03 222.65 HC 249.00 24.51 247.79 Sums 2664, 46 m +945.83 -945.96 +769.80 -769.43 (D) ENL) (ESL) CEED) (EWD) For each set of traverse data, balance the latitudes and departures by the transit rule. Also determine the linear error of closure, bearing of the side of error, and the precision of the measurements made. Tabulate all observed and calculated values into a convenient format and prepare a sketch of the adjusted traverse.

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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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
#6
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
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.
Problem 6 For the given data of a close traverse, determine the missing distance of course CD and the bearing of course EF. Solve the AREA using DMD and sketch the traverse. DISTANCE LINES BEARING LATITUDE DEPARTURE DMD DOUBLE AREA (m) AB 78 5 78°11' E BC 49 5 45°26' E CD 5 34°05' w DE 115 N 32°18' W EF 65 FA 62 N 29°20' w Area
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.
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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.