The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) Interior Angles AB 75°14'47" 518.674 A = 12°25'31" BC 457.265 B=48°19'25" 435.926 C = 126°37′24" CD DE 426.058 D=46°03'36" EA 107.934 E=306° 34'19" Part D Compute the linear misclosure. Express your answer in meters to five significant figures. [5] ΑΣΦ. 41 | vec 3 Submit Request Answer Part E Compute the relative precision. Express your answer to five significant figures. 195| ΑΣΦ. 4th Ivec n Submit C Request Answer → C PMC ? ? m

The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) Interior Angles AB 75°14'47" 518.674 A = 12°25'31" BC 457.265 B=48°19'25" 435.926 C = 126°37′24" CD DE 426.058 D=46°03'36" EA 107.934 E=306° 34'19" Part D Compute the linear misclosure. Express your answer in meters to five significant figures. [5] ΑΣΦ. 41 | vec 3 Submit Request Answer Part E Compute the relative precision. Express your answer to five significant figures. 195| ΑΣΦ. 4th Ivec n Submit C Request Answer → C PMC ? ? 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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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
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"
The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) Interior Angles Departures Latitudes 132.29066 A = 12°25'31" 502.34691 B = 48°19'25" -380.46099 252.48107 C= 126°37'24" -408.2521 -147.04419 AB 75°14'47" 519.474 456.615 BC 303°34'09" CD 250°11'30" 433.926 DE 116°15'03" 427.608 D= 46°03'36" 383.50666 -189.13288 EA 242°49'19" 107.83 E306°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 195| ΑΣΦ | 11 VO Request Answer Ay, By, Cy, Dy, Ey = Submit IVE ΑΣΦ vec Request Answer 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. 5 ↓↑ vec PODE ? P 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" 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
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.
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
Q3): The following data were collected while running a closed traverse ABCDA. Calculate: 1- Coordinates of B (Easting and Northing). N Line AB BC CD DA 4- 5- Distance BC and CD. 6- Coordinates of C (Easting and Northing). Interior angles A and B Length(m) 330 827 Sum= 2435.15 Azimuth 181°25' 89°50' 355°00' 264°18'20" Point A B C D A (calculated) = Easting 500 B 1323.167 Northing 500 582.059 A= B= Angles
A closed traverse shown has the following data: LINES BEARING DISTANCE AB S 15*38' W 24.22 m BC S 69*11' E 15.92 m CD N 57*58' E DA S 80°43' W 1. Find the distance CD in meters. a. 81.20 m b. 34.67 m c. 77.48 m d. 59.01 m 2. Find the distance DA in meters. a. 61.89 m b. 49.18 m c. 50.28 m d. 75.02 m 3. Find the area in a. 512.37 m2 m. b. 1123.61 m2 C. 191.99 m? d. 1315.60 m?
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line Length Bearing AB 249.180 m S 19°32’ E BC Unknown N 74°09’ E CD 445.100 m S 36°40’ E DE 668.270 m S 51°14’ W EF 866.790 m N 73°25’ W FG Unknown N 26°00’ W GA 560.150 m N 64°32’ E Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line Length Bearing AB 249.180 m S 19°32’ E BC Unknown N 74°09’ E CD 445.100 m S 36°40’ E DE 668.270 m S 51°14’ W EF 866.790 m N 73°25’ W FG Unknown N 26°00’ W GA 560.150 m N 64°32’ E Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. kindly provide an accurate and detailed solution. thank you so much.
A closed traverse has the following data: Line Departure| Latitude DMD 2A АВ 147.37504 7774.10758 BC -89.62044 419.11890| CD -148.63972| DA 88.72031 a.) Complete the table. a.) Determine the area (m²) of the traverse.