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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Subject: GE135 - Fundamentals of Surveying and Mapping
4.) (10 Points) Latitude and Departure Given the observed data of a closed traverse, determine the latitudes and departures of each line. Line Length 161.460 m Azimuth from North AB 228°20' ВС 180.490 m 267°43 CD 171.830 m 352°01' DE 229.700 m 82°12' EA 130.550 m 131°48' * Indicate the sign for latitude and departure Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
What is the area of the given traverse?
Adjust the traverse using the TRANSIT RULE, and determine the following:a) azimuth (from north) of the traverse lines; b) interior angles of the polygon; c) latitudes and departures of lines
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
round off at final only. 3 decimal places
10.15 Compute and tabulate for the following closed-polygon traverse: (a) Preliminary bearings (b) Unadjusted departures and latitudes (c) Linear misclosure (d) Relative precision. (Note: line BC bears NW.) Course AB BC CD DE EA Azimuth 75°14'47" 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"
For the given data of a close traverse, determine the missing distance of course CD and the bearing of course EF. Solve the AREA using DMD and sketch the traverse. DISTANCE LINES BEARING LATITUDE DEPARTURE DMD DOUBLE AREA (m) AB 78 S 78°11' E ВС 49 S 45°26' E CD S 34°05' W DE 115 N 32°18' W EF 65 ? FA 62 N 29°20' W Area =
Glven the following notes for a closed traverse. Determine the following a) Coordinates of station E (xy). (Blank 1.Blank 2) b) Area of the traversed using coordinate method in m^2. Blank 3 ADJUSTED ADJUSTED LINE DEPARTURE LATITUDE АВ 395.60 352.00 ВС 591.60 23.40 CD 78.30 -558.20 DE -746.30 -102.50 EA -319.20 285.30 Blank 1 Add your answer Blank 2 Add your answer Blank 3 Add your answer
461 5:07 0.00 (') 50 KB/s A closed traverse has the following data: Line Distance (m) Azimuth 1-2 53.70 189°16'12" 2-3 27.30 271°34"12" 3-4 4-5 35.00 354°42'00" 5-1 78.96 72°01'12" Compute the following: Distance between station 3 and station 4. Your answer Azimuth of Line 3-4. Your answer Backward bearing of line 3-4. Your answer 4 II
Given the following data for a closed traverse in which the lengths of sides CD and DE are unknown. LINES BEARING LENGTH LAT. DEP. AB S 85° 58' E 541.55 m 38.09 +540.21 BC S 03°05 W 795.62 m -794.47 4280 CD S 520 50' W DE N 12°42 W EA N 40° 15 E 650 25 +496 29 +420.14
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