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" C=126°37'24" 425.558 D=46°03'36" 433.420 109.434 E=306° 34'19" Compute the preliminary azimuths. ○ AZAB = 57°14'47". Azpc = 303° 34'09". Azcp=250°11'30". AZDE=116°15'03". AzEA = 242°49′19" AZ AB= 75°00'47", Azpc=303°00'09", Azcp=250°00'30", Azpe=116°00'03", AzA=242°00′19" O AZAB = 75°14'47". Azpc = 313 34'09". Azcp=25°11'30". AzpE = 116° 10'00". AzEA = 224°49′19" ○ AZAB = 75°14'47". Azac=303° 34'09". Azcp=250°11'30". AZDE=116°15'03". AZEA=242°49′19" ▼ Part B Compute the unadjusted departures. Express your answers in meters to six significant figures and separated by commas. ID ΑΣΦ Πvec ↑ AB, BC, CD, DE, EA = Part C Compute the unadjusted latitudes. Express your answers in meters to six significant figures and separated by commas. AB, BC, CD, DE, EA- ΑΣΦΠvec ? ΕΠΙΑΣΦ I ? m, m, m, m, m m. m. m. m. m

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" C=126°37'24" 425.558 D=46°03'36" 433.420 109.434 E=306° 34'19" Compute the preliminary azimuths. ○ AZAB = 57°14'47". Azpc = 303° 34'09". Azcp=250°11'30". AZDE=116°15'03". AzEA = 242°49′19" AZ AB= 75°00'47", Azpc=303°00'09", Azcp=250°00'30", Azpe=116°00'03", AzA=242°00′19" O AZAB = 75°14'47". Azpc = 313 34'09". Azcp=25°11'30". AzpE = 116° 10'00". AzEA = 224°49′19" ○ AZAB = 75°14'47". Azac=303° 34'09". Azcp=250°11'30". AZDE=116°15'03". AZEA=242°49′19" ▼ Part B Compute the unadjusted departures. Express your answers in meters to six significant figures and separated by commas. ID ΑΣΦ Πvec ↑ AB, BC, CD, DE, EA = Part C Compute the unadjusted latitudes. Express your answers in meters to six significant figures and separated by commas. AB, BC, CD, DE, EA- ΑΣΦΠvec ? ΕΠΙΑΣΦ I ? m, m, m, m, m 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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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
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.
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.
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.
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
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 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 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
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Bearing AB 413.600 m N 09°30’ W BC 304.380 m N 55°06’ W CD 407.210 m S 57°35’ W DE Unknown S 04°05’ E EA 649.630 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
3. The following tabulated data is to be used in determining the area of traverse ABCDE by the DMD method. Determine the total area of the traverse in m?. Adjusted Latitude Adjusted Departure Course +N -S +E -W АВ 558.25 78.34 ВС 102.58 746.38 CD 285.33 319.24 DE 352.05 395.68 EA 23.45 591.60 Sums +660.83 m -660.83 m +1065.62 m -1065.62
Compute the area of the given traverse using DPD and DMD method. COURSE LENGTH (m) BEARING АВ 495.85 N 05° 30' E ВС 850.62 N 46° 02' E CD 855.45 S 67° 38 E DE 1020.87 S 12° 25 E EF 1117.26 S 83° 44' W FA 660.08 N 55° 09' W