The data in the table below is for a closed-polygon traverse.Course Azimuth Length (m)AB75°14'47" 519.674BC455.265433.426CDDE425.558EA109.434Interior AnglesA = 12°25'31"B=48°19'25"C=126°37'24"D = 46°03'36"E=306° 34'19"Compute the unadjusted departures.Express your answers in meters to six significant figures and separated by commasAB. BC. CD. DE. EA=VL]ΑΣΦΗ|||AB, BC, CD, DE, EA=vec 4VL]ΑΣΦΗ 11Compute the unadjusted latitudes.Express your answers in meters to six significant figures and separated by commas.·1 vecⒸEA??ID II, ID I, IIm, m, m, m, m Compute the linear misclosure.Express your answer in meters to five significant figures.ΠΙΑΣΦΩΠ1:vecCompute the relative precision.Express your answer to five significant figures.[6] ΑΣΦ ↓↑ vec??Εm

Data for a closed-polygon traverse consisting of length and interior angles of various courses.…

The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) AB 75°14'47" 519.674 BC 455.265 CD DE EA Interior Angles A = 12°25'31" B=48°19'25" 433,426 C = 126°37'24" 425.558 D=46°03'36" 109.434 E=306° 34'19" Compute the unadjusted departures. Express your answers in meters to six significant figures and separated by commas. AB. BC. CD. DE. EA= [ΫΠ ΑΣΦ AB, BC, CD. DE. EA = vec 6 Compute the unadjusted latitudes. Express your answers in meters to six significant figures and separated by commas. O 13 ID] ΑΣΦΠ] Vec 6 C 13 ? ? m. m. m m. m m. m. m. m. I

The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) AB 75°14'47" 519.674 BC 455.265 CD DE EA Interior Angles A = 12°25'31" B=48°19'25" 433,426 C = 126°37'24" 425.558 D=46°03'36" 109.434 E=306° 34'19" Compute the unadjusted departures. Express your answers in meters to six significant figures and separated by commas. AB. BC. CD. DE. EA= [ΫΠ ΑΣΦ AB, BC, CD. DE. EA = vec 6 Compute the unadjusted latitudes. Express your answers in meters to six significant figures and separated by commas. O 13 ID] ΑΣΦΠ] Vec 6 C 13 ? ? m. m. m m. m m. m. m. m. I

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
Azimuth Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DMD Method. Line Length Azimuth from South AB 867.460 m 284°12’ BC 1272.410 m 15°18’ CD Unknown 68°06’ DE Unknown 151°21’ EA 1391.17 m 264°51’ Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the Area of the Traverse. Line Length Bearing AB 589.060 m N 87°30’ E BC 391.730 m N 07°02’ E CD 291.860 m N 30°30’ E DE 656.980 m S 42°45’ E EF 654.060 m Unknown FA 686.660 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
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
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.
Azimuth Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Azimuth from South AB 269.900 m Unknown BC Unknown 75°00’ CD 199.880 m 141°18’ DE 274.760 m 225°24’ EA 245.840 m 297°26’ 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.
Consider the following closed-polygon traverse. Course Length (m) Interior Angle (Right) AB 519.674 A = 12° 25'31" BC 456.765 B = 48° 19'25" CD 433.926 C=126°37'24" DE 427.558 D = 46°03'36" EA 107.934 E=306° 34' 19" Part A Compute the area within the traverse above using the coordinate method. Check by DMDs. Express your answer to five significant figures and include the appropriate units. area= Value Submit Provide Feedback Request Answer Units ? Next >
From the field notes of a closed traverse shown below, adjust the traverse. LINES BEARING DISTANCES (m) AB Due North 400 BC N45°E 800 CD S60°E 700 DE S20°W 600 EA S86 59'W 966.34 Compute the linear error of closure.