The data in the table below is for a closed-polygon traverse. 456.615 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" 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 ▾ Part C If the coordinates in meters of point A are 10,356.548 E and 98,761.391 N, determine the x-coordinates of all othe Express your answers in meters to eight significant figures separated by commas. Az. Bz. Cz. Dz. Ez = Submit ▾ Part D Request Answer Ay. By, Cy. Dy. Ey = Submit 195] ΑΣΦ | 41 vec If the coordinates in meters of point A are 10,356.548 E and 98,761.391 N, determine the y-coordinates of all oth Express your answers in meters to eight significant figures separated by commas. VAE Ivec Request Answer ? m ? m

The data in the table below is for a closed-polygon traverse. 456.615 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" 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 ▾ Part C If the coordinates in meters of point A are 10,356.548 E and 98,761.391 N, determine the x-coordinates of all othe Express your answers in meters to eight significant figures separated by commas. Az. Bz. Cz. Dz. Ez = Submit ▾ Part D Request Answer Ay. By, Cy. Dy. Ey = Submit 195] ΑΣΦ | 41 vec If the coordinates in meters of point A are 10,356.548 E and 98,761.391 N, determine the y-coordinates of all oth Express your answers in meters to eight significant figures separated by commas. VAE Ivec Request Answer ? 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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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 = ▼ Part A Compute the adjusted departures. Express your answers in meters to six significant figures separated by commas. AB, BC, CD, DE, EA = Submit Request Answer ▼ Part B AB, BC, CD, DE, EA = Compute the adjusted latitudes. Express your answers in meters to six significant figures separated by commas. Submit 15] ΑΣΦ ↓1 vec Request Answer P -- ΑΣΦ ↓↑ vec ? ? m m
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 ?
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
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
Q1/ The data givenin Table below were obtained for an anti-clockwise closed-loop traverse. The azimuth of AF 136° 25' 12'. Determine the adjusted traverse by Bowditch's method Length Internal Correction Corrected angle Station (m) Int. angle 130 18 45 102.925 110 1823" 99 3235" 33.866 116 18'02" 63.719 119 46'07 79.097 143 46°20"| 389.487 720°00ʻ12"| 130*18'43" 110 18 21" 99 32'33" 116 18 00 119 46'05" - 2" 17.098 <-2" <-2" C 92.782 - 2 <-2" <-2" 143 46'18" 720 00'00 F Σ - 12"
Use DMD & DPD Method to calculate the Area of the closed traverse whose data is given below. Draw the figure. LINE CORRECTED DEPARTURE CORRECTED DISTANCE 413.53341 596.41168 AB CORRECTED LATITUDE +296.42872 - 246.85339 + 104.50281 154.07815 + 288.33990 BC CD +542.92753 - 597.93576 - 233.33167 606.99919 DA 279.61356
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.
Correct the survey data below for a closed traverse. LINE DISTANCE BEARING AB 495.85 m N 05°30’ E BC 850.62 m N 46°02’ E CD 855.45 m S 67°38’ E DE 1,020.87 m S 12°25’ E EF 1,117.26 m S 83°44’ W FA 660.08 m N 55°09’ W
If a given closed traverse has a Departure error of +0.5563' and a Latitude error of -0.4136', match the correction to be applied given the following side lengths: AB = 110 BC = 320 CD = 470 DE = 280 Departure AB misclosure correction [ Choose ] -0.0517 +0.0981' +0.1647 Departure BC misclosure correction -0.1509' Latitude CD misclosure correction [ Choose ] Latitude DE misclosure correction [ Choose )
A traverse has the following survey notes. Using the compass rule, determine the adjusted latitude of CD. * Course Bearing Distance АВ N 53.450E 59.800 S 66.900 S 29.133 W 76.580 N 52.000 W 95.780 BC E 70.360 CD DA O -66.913 O -66.940 O -66.939 O -66.931
Balance the given traverse using (a) Compass Rule and (b) Transit Rule. COURSE LENGTH (m) BEARING AB 495.85 N 05° 30' E BC 850.62 N 46° 02' E 855.45 S 67° 38 E CD DE 1020.87 S 12° 25 E EF 1117.26 S 83° 44' W FA 660.08 N 55° 09' W
Q2. Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings (b) unadjusted departures and latitudes (c) linear misclosure and (d) relative precision. Course Azimuth AB 75°14'47" BC CD DE EA Length (m) 409.838 360.225 342.213 337.191 85.125 Interior Angles A = 12°25'31" B = 48°19'25" C = 126°37'24" D = 46°03'36" E = 306°34'19"