Show your table.10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data fortwo different traverses.LATITUDEDEPARTUREAZIMUTHLINEDISTANCEFROM SOUTH+N-s+E-w352.0499°45'154 00242 30353 15'60.49164.64AB:357.20 m80.30вс183.18CD430.05198.57381.46422.2349.97DA425.18+ 423.70-422.23+ 431.43<-432.34Sums1395.61 m(ESL)(ΣΕD)(Z WD)(ENL)(D)COURSEAZIMUTHLATITUDEDEPARTURELENGTHFROM NORTH+N-S+E-W380. 38 m51 9.30CDo*50'296*06'205 54'135 20'380. 345.53DE228.46466.35303.08EF693.87624.18FG417.98297.27293.8333 27'95 39'GH403.93337.03222.65HC249.0024.51247.79Sums2664.46 m+945.83-945.96+769.80-769.43(D)ENL)(ESL)CZED)(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 -s +N +E -W 352.04 80.30 99°45' 154*00! 242 30 353 15' 60.49 AB. вс 357.20 m 164.64 198.57 183. 18 381.46 430.05 425.18 CD 422.23 49.97 DA + 423. 70 +431.43 -432.34 -422.23 Sums 1395. 61m (ENL) (ESL) (ZED) (ZWD) (D) AZIMUTH LATITUDE DEPARTURE COURSE LENGTH FROM NORTH +N -s +E -W 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) (ΣWD) 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 -s +N +E -W 352.04 80.30 99°45' 15400! 242 30 353 15' 60.49 AB. вс 357.20 m 164.64 198.57 183. 18 381.46 430.05 425.18 CD 422.23 49.97 DA + 423. 70 +431.43 -432.34 -422.23 Sums 1395. 61m (ENL) (ESL) (ZED) (ZWD) (D) AZIMUTH LATITUDE DEPARTURE COURSE LENGTH FROM NORTH +N -s +E -W 380. 38 m 51 9.30 CD O50' 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) (ΣWD) 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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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
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
DUE NOW. Please answer it correctly. This is a Surveying Question. Thanks!
1) Compute and Tabulate for the following closed-Polygon traverse a) preliminary azimuths (b) unadjusted departures and Latitudes, (c) Linear misclosure and (d) relative precision (Note: Line BC bears NE) Course AB BC CD DE EA Azimuth 1790 50 39" Length (m) 2862.392 4189.033 3815.353 3645.450 3490.014 Interior Angle (Right) A= 120° 05 50 B-910 57 50 C=121° 44' 06" D-820 02 08 E=124° 10' 11"
Given the following data for a closed traverse in which the lengths of sides CD and DE are unknown. LINES BEARING LENGTH LAT. DEP. AB S 85° 58' E 541.55 m 38.09 +540.21 BC S 03°05 W 795.62 m -794.47 4280 CD S 520 50' W DE N 12°42 W EA N 40° 15 E 650 25 +496 29 +420.14
Closed compass traverse data (With sketch)
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Q1. Calculate departures and latitudes of the following ABCDE traverse. 3 N A 285.40' •N26°10'E E 5 75 25 E 640.45' 647.02' 5306 W N 0°42' W 720.8 203.00 5 15 30¹ W
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The following are the observed data for an open compass traverse. Adjust the observed directions and tabulate values accordingly. LINE LENGTH OBSERVED BEARING FORWARD BACKWARD AB BC CD DE EF FG 462.50 m 405.65 m 495.08 m 284.15 m 367.29 m 217.73 m S 40o25’ W S 55o40’ W N 36o15’ W N 73o10’ W S 44o45’ W S 20o30’ E N 40o30’ E N 55o50’ E S 35o55’ E S 73o30’ E N 44o45’ E N 21o00’ W
accompanyi ng tabulations are the observed data pertaining to four diffe- and 6. LATITUDES AND DEPARTURES. Given in the and tabulate the latjtudes Compute departures of each course. rent traverses. AZIMUTH FROM SOUTH LINE LENGTH BEARING LINE DISTANCE No0° 42'E S 85 57'E S03° 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 1 8'E s06°35'W NI7°48'W N70°59'w |-2 161:46 m 180.49 427.00 m 301.95 1-2 2-3 2-3 3-4 171.83 3-4 445.66 4-5 229.70 4-5 326.73 5-1 130.55 5-1 434.50
3. From Figure 3.1 calculates angular error, traverse accuracy, adjusted coordinate (N, E), adjusted distance and adjusted Azimuth of the horizontal control traverse. Table 3.1 Given data ANS B A B BC Figure 3.1 The horizontal control traverse shape Table 3.1 Coordinate N,m D E STA BC CD DE ΙΕΑ C Angle ов OC OD BE 0 A E,m 1474.181 22.453 1503.524 38.688 1530.550 105.395 1492.037 141.283 Distance,m cD 44.945 53.405 Value," 93° 14' 48.00" 93° 41' 11.00" 72° 22' 34.00" XE