Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- engineering survey. I need to solve the questionarrow_forwardSolve for the area of the given traverse using Double Parallel Distance Method. Given lengths in meters. Station Azimuth Length A 26° 10' 285.10 B 104° 35' 610.45 C 195° 30' 720.48 D 358° 18' 203.00 E 306° 54' 647.02 A ТОТALS 2466.05 Consider necessary adjustments to close the traverse.arrow_forwardThe 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 ? marrow_forward
- For the given data of a close traverse, determine the missing bearings of courses DE and EF then solve the AREA using DPD. Sketch the traverse. *Inserted Photo*arrow_forward3. 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 -1065.62arrow_forwardCorrect the survey data below for a closed traverse. LINE DISTANCE BEARING AB 495.85 m N 05°30’ E BC 850.62 m N 46°02’ E CD 855.45 m S 67°38’ E DE 1,020.87 m S 12°25’ E EF 1,117.26 m S 83°44’ W FA 660.08 m N 55°09’ Warrow_forward
- c)Table 1 shows a closed traverse data by student from UiTM Perlis, find out the interior and exterior angle for each station. Table 1 Station Bearing Distance (m)1-2 45o 55' 20” 27.4682-3 125o 01' 00” 38.2253-4 248o 05' 30” 47.2724-1 340o 13' 45” 21.612arrow_forward10.15 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"arrow_forward1. Correct the survey data below for a closed traverse. LINE DISTANCE BEARING АВ 495.85 m N 05°30' E BC 850.62 m N 46°02' E CD 855.45 m S 67°38' E DE 1,020.87 S 12°25' m E EF 1,117.26 S 83°44' W FA 660.08 m N 55°09' Warrow_forward
- Given the following tabulated data for a closed traverse in which the length and bearing of course CD are unknown.The length of course CD isarrow_forwardProvide drawingarrow_forwardFor 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 =arrow_forward
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