4. Closed Traverse:COURSELENGTHAZIMUTH FROM NORTHАВ495.85m5°30'BC850.6246°02'CD855.45112°22'DE1020.87167°35'EF1117.26263°44'FA660.08304°51'

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Answered: 4. Closed Traverse: COURSE LENGTH…

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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3. The following data if a closed traverse is shown in the technical description. The area of the closed traverse is 63147.05 sq. m. LINES AB BC CD LAT. a -240.20 -160.00 DA 179.70 Solve for the unknown variables. DEP. 120 с e -220 DMD b d f 8 2A 26460.0 X -86480.0 39534.0
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Compute for the coordinates of station O. Note that: A has a northing of 1620925.334 and easting of 507672.847. B has a northing of 1620923.996 and easting of 507617.614. C has a northing of 1620694.527 and easting of 507681.770. STATION OCCUPIED STATION OBSERVED HORIZONTAL ANGLE (m) O B 0˚00’00” A 0˚29’49” O A 0˚00’00” C 64˚08’18”
· A closed traverse has the following data: Line Length (m) Bearing АВ 152.132 N44°48'W ВС 128.562 N12°35'W CD 155.436 N78°51'E DE 141.657 S16°12'E EA 137.544 S24°53'W a.) Adjust the traverse using compass rule and determine the area using DMD, b.) Adjust the traverse using transit rule and determine the area using DPD.
A closed traverse has the following data: Line Distance (m) Bearing AB 44.47 BC 137.84 CD 12.83 N 1deg 45min E DE 64.86 N 72deg 10min E EA 107.72 S 48deg 13min E Find the bearing of line AB. O S 37deg 18min W O S35deg 30min W O S 38deg 34min W O S 36deg 26min W
3. Closed Traverse: COURSE DISTANCE BEARING АВ 495.85m N 05°30' E ВС 850.62 N 46° 02' E CD 855.45 S 67° 38' E S 12° 25' E S 83° 44' W N 55° 09' W DE 1,020.87 EF 1,117.26 FA 660.08
Q9) The bearing of the sides of a closed traverse ABCDEA are as follow: Side AB BC CD DE EA F.B 107° 15' 22° 15' 281° 30' 181° 15' 124° 45' B.B 287° 15' 202° 00' 101° 30' 01° 15' 304° 45' Find accurately the interior angles of the traverse.
Determine the adj. length of each path based on the observed data of a closed traverse.
Magnetic Declination: 1. In a compass survey made twenty years ago the observed magnetic bearing of a reference line XY was N 42'21' E when the magnetic declination was 6*25' East. Lately in 2018, a new survey was made and the declination in the same survey site changed to 10'35' West. Determine the following descriptions of line XY: a.) Its true bearing twenty years ago; b.) The true azimuth from North and South; c.) Its new magnetic bearing; and d.) The magnetic azimuth from North and South in 2018.
Using the previous example, balance the departures and latitudes using the transit rule. CD ΙΣ DEPI CL (LAT of course) ΙΣLAT Corrpep (DEP of course) CorrLAT
V;19 | ZAO N O o GOX U | KOREK Traverse_ho... 0:- The table below shows the ficld measurements for a traverse A, B.C. D, E, if the Azimuth of AB = 290" and the coordinate of point A (1000, 1000) . Calculate the coordinates of all stations of the traverse. Point Line Length(m) Azimuth Angle to the right A AB 50 290 B 90 BC 65 95 CD 61 D 120 DE 50 E A

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4. Closed Traverse: COURSE LENGTH AZIMUTH FROM NORTH АВ 495.85m 5°30' Вс 850.62 46°02' CD 855.45 112°22' DE 1020.87 167°35' EF 1117.26 263°44' FA 660.08 304°51'