Please answer only if you really know it 9. COMPASSthe observed and calculated data for two different transit-tape surveys:RULE. Given in the accompanying tabulations areLATITUDEDEPARTURELINEDISTANCEBEARING.+N-s+E388.08 mS 52 51'wN 00°42'ES 85°57'Es 03°04'w1-2234.36309.322-3732.72732.678.953-4324.7822.94323.974 - 1477.24476.5625.53Sums1922.82 m+732.67-733.86+332.92 - 334.85(D)(ENL)CESL)(ZED)(EWO)COURSEDISTANCEAZIMUTHLATITUDEDEPARTUREFROM SOUTH+N-s+E1-2475.48 m180°50'116* 06'25 54'315 20'213 27'275 39'475.436.922-3649. 1 3285.58582.943-4867.34780.22378.864-5522.48371.59367.295-6504.90421.27278.316-1311.2530.64309.74Sums3330.58 m+1182.28 -1182.45+962.26 -961.80(D)(ENL)(E SL)(ZED)(E WD)Foreachset of survey data,determine thelinearmis-direction of the side of error,the survey after the latitudes and departures are balancedby the compass rule. Tabulate values accordingly and drawclosure,and precision ofto a suitable scale the adjusted traverse.

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 -s +E 388.08 m S 52 51'w N 00°42'E S 85*57'E s 03°04'w 1-2 234.36 309.32 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 -733.86 +332.92 -334.85 (D) (ENL) CESL) (ZED) (EWD)

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 -s +E 388.08 m S 52 51'w N 00°42'E S 85*57'E s 03°04'w 1-2 234.36 309.32 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 -733.86 +332.92 -334.85 (D) (ENL) CESL) (ZED) (EWD)

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
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
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
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…
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
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 <
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)
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
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 ? ? ?
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.
Compute GCD of the following pair of numbers: 51 and 357 11571 and 1767