Q3): The following data were collected while running a closed traverse ABCDA. Calculate: 1- Coordinates of B (Easting and Northing). 2- Linear misclosure 3- Traverse precision 4- Interior angles A and B Need to solve the question in engineering survey 5- Distance BC and CD. 6- Coordinates of C (Easting and Northing). Line Length(m) Azimuth Point Easting Northing Angles АВ 330 181°25' A 500 500 A= BC 89°50' B= CD 355°00' DA 827 264°18'20" D 1323.167 582.059 Sum= 2435.15 A (calculated) %3D %3D

Q3): The following data were collected while running a closed traverse ABCDA. Calculate: 1- Coordinates of B (Easting and Northing). 2- Linear misclosure 3- Traverse precision 4- Interior angles A and B Need to solve the question in engineering survey 5- Distance BC and CD. 6- Coordinates of C (Easting and Northing). Line Length(m) Azimuth Point Easting Northing Angles АВ 330 181°25' A 500 500 A= BC 89°50' B= CD 355°00' DA 827 264°18'20" D 1323.167 582.059 Sum= 2435.15 A (calculated) %3D %3D

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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For the given data of a close traverse, determine the missing bearings of course CD and DE solve the AREA using DPD. Sketch the traverse. LINES DISTANCE (m) DEPARTURE DPD BEARING LATITUDE DOUBLE AREA АВ 32 S 39°25' W |- 24. 1 -90.819 |- 24 731 |-a'. 784 -20 -283 -11.196 2255. 388 50).306 BC 65 S 18°11' W 68 N 73°39' E CD H19. 142 tas.25 -163. 80-10035- 942 31. Aul 24.580 - (87.07 G436.972 DE 62 EF 125 +21-0sh TJ5725 -14s,956 -3331.44 FA 88 S 88°08' w |-2. 80u -87.983 -2 -8G0 -256. 077 Area = YG49. o2
3. A closed traverse has the following data: Line AB BC CD DA Find the distance DA in meters Bearing S15*36'W S69*11'W N57*58'E N80*43'E Distance 24.22 15.92
For the given data of a close traverse, determine the missing bearings of course CD and DE solve the AREA using DPD. Sketch the traverse. LINES DISTANCE (m) BEARING LATITUDE DEPARTURE DPD DOUBLE AREA АВ 32 S 39°25' W S 18°11' W BC 65 CD 68 N 73°39' E DE 62 ? EF 125 ? FA 88 S 88°08' W Area =
The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) Interior Angles AB 75°14'47" 518.674 BC 457.265 A = 12°25'31" B = 48°19'25" C = 126°37'24" CD 435.926 DE 426.058 D = 46°03'36" EA 107.934 E306° 34'19" Part C Compute the unadjusted latitudes. Express your answers in meters to six significant figures and separated by commas. AB, BC, CD, DE, EA = Submit Request Answer Part D —| ΑΣΦΑ vec Compute the linear misclosure. Express your answer in meters to five significant figures. Submit 195| ΑΣΦΑΛΙ Request Answer vec wwwwww ? m www H ? m, m, m, m, m Review
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 in the table. Use transit rule in balancing the traverse. What is the linear error of closure? LINE LENGTH(m) BEARING АВ 430.05 N 62°30' E BC unknown S 6°45' E CD 357.20 unknown DA 183.18 N 26°00' W
II. DETERMINE THE AREA OF THE CLOSED TRAVERSE USING DOUBLE MERIDIAN DISTANCE (DMD) METHOD: LINES BEARING DISTANCES AB S 8°51' W 126.90 m BC N 18°51' W 90.20 CD N 37°27' E 110.80 DA S 11°24' 31.72" W 54.55
A closed traverse has the following data: Line Distance (m) Azimuth АВ 126.547 164°15'37" ВС 120.344 190°50'35" CD 134.254 340°20'20" DE 289°14'30" EA 71°37'10" a.) Determine the length of DE and EA b.) Determine the perimeter (m) of the traverse.
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" 455.265 B=48°19'25" 433.426 C = 126°37'24" 425.558 BC CD DE D = 46°03'36" 109.434 E = 306° 34'19" EA Part A Compute 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" Submit Previous Answers ✓ Correct Part B Compute the unadjusted departures. Express your answers in meters to six significant figures and separated by commas. IVD ΑΣΦΠ Vec 6 X Incorrect; Try Again; ? AB. BC. CD. DE. EA= 502.304, 308.33, -407.578,381.998,- 97.061 m, mn, m, mn, m