Compute the unadjusted latitudes.Express your answers in meters to six significant figures and separated by commas.IVD] ΑΣΦ Π* Incorrect; Try Again;AB, BC, CD. DE. EA = 133.233,250.222, 147.4368, -187.555,- 49.98 m. m. m. m. mPart DCompute the linear misclosure.Express your answer in meters to five significant figures.ΠΙΑΣΦΩΠ vec1.6569* Incorrect; Try Again;Part ECompute the relative precision.Express your answer to five significant figures.ΠΙΑΣΦΗ1: 1173.7vecX Incorrect; Try Again;vec-?m The data in the table below is for a closed-polygon traverse.Course Azimuth Length (m) Interior AnglesAB 75°14'47" 519.674 A = 12°25'31"455.265 B=48°19'25"433.426 C = 126°37'24"425.558BCCDDED = 46°03'36"109.434 E = 306° 34'19"EAPart ACompute the preliminary azimuths.AZAB = 57°14'47", Azpc = 303° 34'09", AzcD = 250°11'30". AZDE = 116° 15'03". AZEA = 242° 49'19"AZAB = 75°00'47", Azpc = 303° 00'09", AZCD = 250°00'30", AZDE=116°00'03", AZEA = 242°00'19"AZAB = 75°14'47", AZBC = 313° 34'09", AzcD = 25°11'30", AZDE = 116° 10'00". AZEA = 224°49′19"AZAB = 75°14'47". AzBc = 303° 34'09", Azcp=250°11'30". AZDE = 116°15'03". AZEA = 242° 49'19"SubmitPrevious Answers✓ CorrectPart BCompute the unadjusted departures.Express your answers in meters to six significant figures and separated by commas.IVD ΑΣΦΠ Vec 6X Incorrect; Try Again;?AB. BC. CD. DE. EA= 502.304, 308.33, -407.578,381.998,- 97.061 m, mn, m, mn, m

Answered: Image /qna-images/answer/f2531d5d-c882-48a1-a28c-3ce22d90b29d.jpg

The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) Interior Angles AB 75°14'47" 519.674 A = 12°25'31" BC 455.265 B=48°19'25" 433.426 C = 126°37'24" 425.558 D=46°03'36" CD DE EA 109.434 E 306° 34'19" Part A Compute the preliminary azimuths. 0 AZAB = 57°14'47". Azc=303° 34'09". AzcD=250°11'30". AZDE 116°15'03". AZEA = 242° 49'19" AZAB = 75°00'47", Azpc = 303° 00'09", AZCD = 250°00'30", AZDE=116°00'03", AZEA = 242°00'19" ⒸAZAB = 75°14'47". AzBc = 313° 34'09". AzcD=5 25°11'30". AZDE=116°10'00". AZEA = 224°49'19" ⒸAZAB AZAR = 75°14'47". AzBc=303° 34'09". Azcp=250°11'30". AZDE 116°15'03". AzA=242° 49' 19" Submit Previous Answers ✓ Correct Part B Compute the unadjusted departures. Express your answers in meters to six significant figures and separated by commas. VAΣ vec X Incorrect; Try Again; → ? AB. BC.CD. DE. EA= 502.304, 308.33, -407.578,381.998,- 97.061 m. m. m. m, m

The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) Interior Angles AB 75°14'47" 519.674 A = 12°25'31" BC 455.265 B=48°19'25" 433.426 C = 126°37'24" 425.558 D=46°03'36" CD DE EA 109.434 E 306° 34'19" Part A Compute the preliminary azimuths. 0 AZAB = 57°14'47". Azc=303° 34'09". AzcD=250°11'30". AZDE 116°15'03". AZEA = 242° 49'19" AZAB = 75°00'47", Azpc = 303° 00'09", AZCD = 250°00'30", AZDE=116°00'03", AZEA = 242°00'19" ⒸAZAB = 75°14'47". AzBc = 313° 34'09". AzcD=5 25°11'30". AZDE=116°10'00". AZEA = 224°49'19" ⒸAZAB AZAR = 75°14'47". AzBc=303° 34'09". Azcp=250°11'30". AZDE 116°15'03". AzA=242° 49' 19" Submit Previous Answers ✓ Correct Part B Compute the unadjusted departures. Express your answers in meters to six significant figures and separated by commas. VAΣ vec X Incorrect; Try Again; → ? AB. BC.CD. DE. EA= 502.304, 308.33, -407.578,381.998,- 97.061 m. m. m. m, m

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 following data for a closed traverse, for which the lengths of BC and DE have not been measured in the field. Compute the unknown lengths. Line Length, m AB 689.32 BC CD DE EA 678.68 5. 1082.71 Bearing N 09°30′ W N 56°55'W S 56°13' W S 02°02′ E S 89°31' E Latitude Departure
The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) Interior Angles Departures Latitudes AB 75°14'47" 519.474 A = 12°25'31" 502.34691 132.29066 BC 303°34'09" 456.615 B = 48°19'25" -380.46099 252.48107 CD 250°11'30" 433.926 C = 126°37'24" -408.2521 -147.04419 DE 116°15'03" 427.608 D = 46°03'36" 383.50666 -189.13288 EA 242°49'19" 107.83 E 306°34'19" -95.928244 -49.253868 Ay, By, Cy, Dy, Ey = Submit Request Answer Part E AC = Submit Find the length of line AC. Express your answer in meters to six significant figures. ▾ Part F N 195| ΑΣΦ | 41 Request Answer Submit Π| ΑΣΦ [ΨΕΙ ΑΣΦ | Find the bearing of line AC. Express your answer in degrees to four significant figures. Request Answer vec 11 vec vec wwww. ? ? O m E ?
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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*
2. Correct the survey data below for a closed traverse. LINE OBSERVED DIMENSIONS DISTANCE BEARING (m) АВ 319.27 N 86°46' E N 1°35' W S 78°50' ВС 551.35 CD 417.26 W DE 220.87 S 30°25' W EA 375.36 S 36°17' E
A closed traverse has the following data: Course Length Azimuth Interior Angle to the Right AB 141.657 163°48'53" | A = 95°02'30" B = 138°54'49" C = 69°41'08" D = 147°47'42" BC |137.544 CD 152.132 DE 128.562 EA 155.436 E = 88°33'51" a.) Adjust the traverse using transit rule. b.) Compute the area (m²) of the traverse.
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Identify and describe the functional classification of roads with respect to the following road agencies in Ghana; Ghana Highway Authority (GHA), Department of Urban Roads (DUR) and Department of Feeder Roads (DFR).
Convert the following interior angles of a traverse into Azimuths. Please show work provided. Angles: 1: 133.17° 2: 140.53° 3: 103.66° 4: 190.67° 5: 104.93° 6: 122.95° 7: 140.74° 8: 143.18°
3. From the given traverse below, complete the table: Azimuth (from LINE Bearing North) AB BC CD DE EA 280 25' 118 20' 82 10 EO28°36' 137 73 44
6. LATITUDES tabulations are the observed data pertaining to four diffe- rent traverses. CoOmpute 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 228 20' 267 43' 352 01' 82 12' 131 48' N59 33'E S39 18'E so6*35'w NI7:48'w N70°59'w 1-2 161.46 m 1-2 427.00 m 301.95 180.49 2-3 3-4 2-3 171.83 3-4 445.66 4-5 229.70 326.73 434.50 4-5 5-1 130.55 5-1 7. ERROR OF CLOSURE. Given the following tabulated data for vevs