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 E306°34'19" -95.928244 -49.253868 ▼ ▼ Ay, By, Cy, Dy, Ey= Submit Part E AC = Submit Find the length of line AC. Express your answer in meters to six significant figures. Part F [5] ΑΣΦ | | N Request Answer Submit [5] ΑΣΦ ↓1 vec Request Answer Find the bearing of line AC. Express your answer in degrees to four significant figures. 195| ΑΣΦ | 11 vec Request Answer vec ? ? 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 E306°34'19" -95.928244 -49.253868 ▼ ▼ Ay, By, Cy, Dy, Ey= Submit Part E AC = Submit Find the length of line AC. Express your answer in meters to six significant figures. Part F [5] ΑΣΦ | | N Request Answer Submit [5] ΑΣΦ ↓1 vec Request Answer Find the bearing of line AC. Express your answer in degrees to four significant figures. 195| ΑΣΦ | 11 vec Request Answer vec ? ? m E ?

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 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 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 = ▼ 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
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.
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
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
: In the traverse below, Compute latitudes and departures and correct them by compass method? C. 616.05 64° 21'15" 690.88 64° 53'30" 206° 35'15" Field data unadjusted 107 33'45" D 96° 38'45" 971.26 S 81° 42' 15" E (assumed) E 677.97 783.32
Five interior angles of a six-side polygon traverse were observe as shown in the table. Station INT. ANGLE A 134°42' B 92°35 127°11' 115°11' 115°51
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?
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
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.
Please use the following information(when needed): XP101 (m)=1415 YP101 (m) =1415 HP101 (m) =115 Azimuth P101-P102 =115 in order to prepare map with contour lines, required field measurements have been carried out and all measurements have been recorded on the related tables. 1) A Closed Loop Traverse, which consists of four station points, has been established. ,