Please *recheck and provide*clear and*complete step-by-step solutions in *scanned handwriting or computerized output. Thank you. Tabulate the values: 9. COMPASSthe observed and calculated data for two different transit-tape surveys:RULE. Given in the accompanying tabulations areLATITUDEDEPARTURELINEDISTANCEBEARING+N-WS 52°51'w.N 00°42'ES 85°57'Es 03°04'w1-2388.08 m234.36309.32732.722-33- 4732.678.95324.7822.94323.974 - 1477.24476.5625.53Sums1922.82 m+732.67-733.86+ 332.92-334.85(D)(ENL)CESL)(EED)(EWD)mis-set of survey data,direction of the side of error,Foreachdetermine thelinearand precision ofbalancedclosure,the survey after the latitudes and departures areby the compass rule.to a suitable scale the adjusted traverse.Tabulate values accordingly and draW

compass rule is also known as Bowditch rule, is generally used for adjusting the traverse in which…

9. COMPASS the observed and calculated data for two different transit- tape surveys: RULE. Given in the accompanying tabulations are LATITUDE DEPARTURE LINE DISTANCE BEARING +N -W S 52°51'w. N 00°42'E S 85°57'E s 03°04'w 1-2 388.08 m 234.36 309.32 2-3 3-4 732.72 732.67 8.95 324.78 22.94 323.97 4-1 477.24 476.56 25.53 Sums 1922.82 m +732.67 -733.86 +332.92 -334.85 (D) (ENL) CESL) (EED) (EWD) mis- set of survey data, đdirection of the side of error, For each determine the linear closure, the survey after the latitudes and departures are by to a suitable scale the adjusted traverse. and precision of balanced Tabulate values accordingly and draw the compass rule.

9. COMPASS the observed and calculated data for two different transit- tape surveys: RULE. Given in the accompanying tabulations are LATITUDE DEPARTURE LINE DISTANCE BEARING +N -W S 52°51'w. N 00°42'E S 85°57'E s 03°04'w 1-2 388.08 m 234.36 309.32 2-3 3-4 732.72 732.67 8.95 324.78 22.94 323.97 4-1 477.24 476.56 25.53 Sums 1922.82 m +732.67 -733.86 +332.92 -334.85 (D) (ENL) CESL) (EED) (EWD) mis- set of survey data, đdirection of the side of error, For each determine the linear closure, the survey after the latitudes and departures are by to a suitable scale the adjusted traverse. and precision of balanced Tabulate values accordingly and draw the compass rule.

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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HM 36 Q.3 A level circuit is shown in figure. The survey, needed for local engineering project, commenced at BM 35, the elevation of new benchmarks 36, 37, 38 and 39 were determined, and then the level survey was looped back to BM 35, the point of commencement. Fined the adjusted new BMs. ВМ 35 Elevation(m) 119.010(fixed) 35 36 37 38 39 35 123.342 118.206 118.451 120.491 118.933 09 km. DM 35 O8 km DBM 37 08 km 08 km BM 39 BM 38 0.7 km
9. COMPASS the observed and calculated data for two different transit- tape surveys: RULE. Given in the accompanying tabulations are LINE LATITUDE DEPARTURE DISTANCE BEARING +N -S +E - W 1-2 388.08 m S 52 51'w N 00°42'E S 85 57'E S 03°04'W 234.36 309.32 2-3 732.72 732.67 8.95 3-4 324.78 477.24 22.94 323.97 4-17 476.56 25.53 Sums 1922.82 m +732.67 -733.86 +332.92 -334.85 (D) (ENL) ESL) (ZED) (EWD) LATITUDE AZIMUTH FROM SOUTH COURSE DISTANCE DEPARTURE + N - S + E -W 1-2 180 50' 116 06' 25 54 315 20' 213 27' 275 39' 475.48 m 475.43 6.92 2-3 649. 13 867.34 285.58 582.94 3-4 780.22 378.86 4-5 522.48 371.59 367.29 5-6 504.90 421.27 278.31 6-1 311.25 30.64 309.74 Sums 3330.58 m +1182.28 -1182.45 -961:80 +962.26 (D) (ENL) (ESL) (EED) (E WD) For closure, the survey after the latitudes and departures are by to a suitable scale the adjusted traverse. set of survey data, dírection of the side of error, each determine the mis- and precision, of balanced Tabulate values accordingly and draw linear…
7. ERROR OF CLOSURE. Given the following tabulated data for two trans it-tape surveys: DEPARTURE LATITUDE LINE LENGTH BEARING +E - W +N s 06 35'w N17 48'w N 70 59'w N 59 33'E S 39*18'E 51.09 99.88 410.79 442.72 1-2 2-3 3-4 445.66 m 326.73 434.50 427.00 301.95 311.09 141.58 216.40 368.10 4-5 233.66 191.25 5-1 +669.07 -676.38 +559.35 -561.76 Sums 1935.84 m (ZNL) E SL) CEED) EWD) (D) LATITUDE DEPARTURE AZIMUTH FROM NORTH COURSE LENGTH -S +E -W 227.57 82 12' 131°46 228 20' 267 43' 352 01 31.17 AB 229.70m 87.02 107.34 97.32 130.55 161.46 BC 120.61 CD 7.19 180. 35 DE EA 160.49 170.16 23.86 171.63 +201.33 -201.55 +324.89 -324.82 Sums 874.03m (NL) (SL) (ZED) (EWD) (D) each traverse determine the linear error of direction of the side of error, and the precision the measurements made. Tabulate all observed and For closure, the of computed values
9. COMPASS the observed and calculated data for two different transit- tape surveys: RULE. Given in the accompanying tabulations are LINE LATITUDE DEPARTURE DISTANCE BEARING +N -S +E -W 1-2 S 52 51'w N 00°42'E S 85 57'E 203°04'w 388.08m 234.36 309.32 2-3 732.72 732.67 8.95 3-4 324.78 22.94 323.97 4-1 477:24 476.56 25.53 Sums 1922.82 m +732.67 +332.92 -733.86 -334.85 (D) (ENL) ESL) (ZED) EWD) LATITUDE AZIMUTH FROM SOUTH COURSE DISTANCE DEPARTURE -W 1-2 475.48 m 180 50' 116° 06' 25 54' 315 20' 213 27' 275 39' 475.43 6.92 2-3 649. 13 285.58 582.94 378.86 3-4 867.34 780.22 371.59 4-5 522.48 367.29 5-6 504.90 421.27 278.31 6-1 311.25 30.64 309.74 Sums 3330.58 m +1182.28 -1182.45 +962.26 -961.80 (D) (ENL) (ESL) (EED) (E WD) For closure, the survey after the latitudes and departures are by to a suitable scale the adjusted traverse. each set of survey data, direction of the side of error, determine the mis- and precision, of balanced Tabulate values accordingly and draw linear the compass…
Q.3 A level circuit is shown in figure. The survey, needed for local engineering commenced at BM 35, the elevation of new benchmarks 36, 37, 38 and 39 were project, determined, and then the level survey was looped back to BM 35, the point of commencement. Fined the adjusted new BMs. ВМ 35 Elevation(m) 119.010(fixed) 35 36 37 38 39 35 123.342 118.206 118.451 120.491 118.933 вм 36 0.9 km вм 35 0.8 km Фвм 37 0.8 km 0.6 km BM 39 BM 38 0.7 km
Following are the data gathered from the traverse: Lat Dep DPD 2A 399.790 0 565.388565.277 -350.184605.780 -564.112-205.360 -50.882-965.697 Express all answer unitless and with 3 decimals for A to J No new data to sav
Using the data below, compute for the Linear Error of Closure Also, Determine the adjusted latitude and departure using compass rule: Line Distance Latitude Departure Adjustment (Lat) Adjustment (Dep) Adjusted Lat Adjusted Dep 1-2 388.08 -234.363 -309.322 2-3 732.72 732.665 8.952 3-4 324.78 -22.938 323.969 4-1 477.24 -476.557 -25.531 Express all answer unitless and with 3 decimals for A to J Next
7. ERROR OF CLOSURE. Given the Eollowing tabulated data for two transit-tape surveys: LATITUDE DEPARTURE LINE LENGTH BEARING +N +E - W s 06°35' W N 17 48'w N 70 59 w N 59°33'E S 39° 1 a'E 1-2 445.66 m 442.72 51.09 2-3 326.73 311.09 99.88 3-4 434.50 1 41.58 410.79 4-5 427.00 216.40 368.10 5-1 301.95 233.66 191.25. Sums 1935.84 m + 669.07 -676.38 +559 35 -561.76 (D) (ENL) (ESL) CEEDI E WD)
From the following observations, what is the closing error? Line AB BC CA O Length (m) 92.96 157.63 131.24 a. 1.44 O b. 1.99 C. c. 1.55 O d. 1.66 Latitude +92.57 -317.39 +226.19 Departure -217.92 +24.62 +192.36 <
Asiacell A docs.google.com/f :D TIITME. LIIVUI If Ø=0.987643 rad. Find Ø in bläj 3 degrees 35° 25' 25" 56° 35' 16" 65° 25' 13" O 45° 42' 16" O 54° 30' 16" 52° 04' 26" blä 3 When a level is in adjustment, the line of sight of the * instrument is
Observations from unknown pointFlagpole: 18°05'37''King's Battery: 38°03'36''Plumpud: 52°55'01'' Y XFlagpole +49835.50 +59098.10King’s Battery +50750.11 +58299.80Plumpud +50345.40 +58164.13 1. Calculate the coordinates of your unknown point using Q-point method for resection.
Q10/ If you have the following records listed in the table below: Find the area of the traverse (ABCD)? Mem. St. A B с D A AB BC CD DA AX 60 ? -60 ? ΔΥ ? 50 -60 -70 DMD ? 50 ? -70 DMD * AY 4800 ? ? ?