The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. Course AB BC Azimuth 111° 18'00" Length, feet 385.94 CD 25°03'12" 312° 43'05" 1016.88 403.50 DA 205°05'04" 1164.49 Compute the unadjusted departures. Express your answers in feet to six significant figures and separated by commas. AB, BC, CD, DA= Submit ▾ Part B ΨΕΙ ΑΣΦ Request Answer ↓1 vec Compute the unadjusted latitudes. Express your answers in feet to six significant figures and separated by commas. 15] ΑΣΦ | 41 vec ? f ? ft, ft, ft,

The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. Course AB BC Azimuth 111° 18'00" Length, feet 385.94 CD 25°03'12" 312° 43'05" 1016.88 403.50 DA 205°05'04" 1164.49 Compute the unadjusted departures. Express your answers in feet to six significant figures and separated by commas. AB, BC, CD, DA= Submit ▾ Part B ΨΕΙ ΑΣΦ Request Answer ↓1 vec Compute the unadjusted latitudes. Express your answers in feet to six significant figures and separated by commas. 15] ΑΣΦ | 41 vec ? f ? ft, ft, ft,

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 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 ?
4 decimal places in final answer
Given in the accompanying tabulations are the observed the data of a traverse. Compute the following: Adjusted Latitude of line DA Adjusted Departure of line CD Adjusted Latitude of line BC Adjusted Departure of line AB Total Adjusted Length
1. Given the following tabulations are observed and calculated data for a traverse. Balance the latitudes and departures by the COMPASS RULE and compute for the area of the closed traverse by DOUBLE PARALLEL METHOD (DPD). Tip: Before you compute for the area of the closed traverse, you must first adjust the latitudes and departures. LINE DISTANCE AZIMUTH LATITUDES LATITUDES DEPARTURES DEPARTURES (-S) FROM SOUTH 99°45' 154°00' 242°30' 353°15' (+N) (+E) (-W) 357.20 m 183.18 430.05 AB 60.49 164.64 198.54 352.04 80.30 BC CD DA SUMS 381.46 49.97 425.18 422.23 423.70 422.23 431.43 432.34
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Latitude and Departure Given the observed data of a closed traverse, determine the latitudes and departures of each line. Line Length Bearing AB 427.000 m N 59°33’ E BC 301.950 m S 39°18’ E CD 445.660 m S 06°35’ W DE 326.730 m N 17°48’W EA 434.500 m N 70°59’ W * Indicate the sign for latitude and departure * Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Problem 1. Given in the tabulation below are notes for an open traverse. Determine the latitude and departure of each course and tabulate each computed values accordingly. COURSE AB BC CD DE EF FG DISTANCE 550.30 m 395.48 m 462.70 m 631.22 m 340.05 m 275.86 m BEARING N 28°10' E S 69°35' E S 27°50' E N 50°00' E S 27°05' E DUE EAST
II. DETERMINE THE AREA OF THE CLOSED TRAVERSE USING DOUBLE MERIDIAN DISTANCE (DMD) METHOD: LINES BEARING DISTANCES AB S 8°51' W 126.90 m BC N 18°51' W 90.20 CD N 37°27' E 110.80 DA S 11°24' 31.72" W 54.55
Problem 6 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 5 78°11' E BC 49 5 45°26' E CD 5 34°05' w DE 115 N 32°18' W EF 65 FA 62 N 29°20' w Area
Latitude and Departure Given the observed data of a closed traverse, determine the latitudes and departures of each line. Line Length Azimuth from North AB 161.460 m 228°20’ BC 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. (Please provide a proven solution. Be mindful about the decimal places. Kindly answer this accurately. Thank You so much)
Latitude & Departure Problem B For the traverse sketch shown below, complete the latitude and departure calculations, determine the error of closure and relative accuracy. Start at Point A and work counter – clockwise around the loop Course Bearing Distance Cos Sin Latitude Departure Then adjust the traverse using compass rule