Line AB was obstructed by a river. What is the station of point B which is located on the otherside of the river. Use the following information: point A (3+ 456.78). triangulation is used ( withAC = 98.125 m, and angle of the triangle ABC are A = 60° 00'00", C = 60° 00 0", and B= 60°00 00". Stations are (1000 m)%3D%3D 15A closed traverse with one side missing (i.e. a missing course case), if the sum of latitudes =(-52.87) and sum of departures (-76.34) the length and direction of the missing line is: *

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Line AB was obstructed by a river. What is the station of point B which is located on the other side of the river. Use the following information: point A (3+ 456.78). triangulation is used ( with AC = 98.125 m, and angle of the triangle ABC are A = 60° 00' 00", C = 60° 00' 00", and B= 60° T 00% Stations are (1000 m) %3D %3D

Line AB was obstructed by a river. What is the station of point B which is located on the other side of the river. Use the following information: point A (3+ 456.78). triangulation is used ( with AC = 98.125 m, and angle of the triangle ABC are A = 60° 00' 00", C = 60° 00' 00", and B= 60° T 00% Stations are (1000 m) %3D %3D

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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atitude and departure of each From the field notes of a closed traverse shown below, adjust the traverse using Transit Rule. Also, compute for the linear error of closure and relative error. Station AB BC CD DE EF FA Station AB 3. (From the field notes of a closed traverse shown below, adjust the traverse using Compass Rule. Also, compute for the linear error of closure and relative error. BC CD DE EA Distance 233.10 m 242.05 m 191.50 m 234.46 m 270.65 m 252.38 m Engr. Larriz M. Samudio Azimuth from North 122° 30' 85° 15' 20° 00' 333° 35' 254° 08' 213° 00' Distance 285.10 m 610.45 m 720.48 m 203.00 m 647.02 m Azimuth 26° 10' 104° 35' 195° 30' 358° 18' 306° 54' Using the adjusted latitude and departure in problem 2, compute the area of the closed traverse using DMD. Using the adjusted latitude and departure in problem 3, compute the area of the closed traverse using DPD.
Determine the linear error for closure, and the adjusted lengths and bearings of the lines in traverse ABC. Show your complete solution.
Determine slope at A.
3. Compute for corrected distances and bearings using transit rule and compute the Area of closed traverse using triangle method. BEARING/AZIMUTHN N 48° 20' E LINES DISTANCES АВ 529.60 m ВС 87° 00' 592.00 m CD 172° 1' 563.60 m S 80° 00' W N 48° 12' W DE 753.40 m EA 428.20 m
C and D
Using the transit rule, balance the given traverse. Compute for the corrected distance and bearing. Show complete solution. Draw the lot of the given data. Take note that the bearing and distance of line 1-2 is N 29-37 E. POINT INTERIOR ANGLE LINE DISTANCE IN METERS 1 49°35' 1-2 10.42 111°07' 2-3 10.15 3 113°17' 3-4 8.21 4 63°17' 4-5 9.33 202°43' 5-1 8.31
Compute for the given closed traverse the following:a. Bearing of each lineb. Latitude and Departure of each line,c. Linear error of closured. Precision e. Adjust the traverse using the transit rule. If the coordinates of point B are Northing =3000.00 m. and EASTING = 1500.00 m., determine the coordinates of all other points. LINE INTERIOR ANGLE LENGTH (m.) BEARING A-B A = 125 deg 54 min 162.60 N 28o 17’ E B-C B = 135 deg 00 min 253.98 C-D C = 114 deg 27 min 256.32 D-E D = 121 deg 52 min 305.94 E-F E = 88 deg 59 min 335.40 F-A F =133 deg 48 min 182.04
LINE DISTANCE(m) AZIMUTH AB 647.25 306.92 deg. BC 203.03 354.32 deg. CD 720.35 195.53 deg. DE 610.24 104.59 deg. EA 275.13 26.16 deg. Given the obtain data from Traversing. Determine the total area of the closed traverse in Acre.
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the traverse is divided by a line passing through d and b. the bearing of the dividing line db is . what is the length of the dividing line db?the traverse is divided by a line passing through d and b. the bearing of the dividing line db is n85° 20'e. what is the length of the dividing line db?
A closed traversed has the following data. LINE DISTANCE BEARING AB 185.33 N 43 E BC 258.28 S 67 E CD ? S 38 W DE ? S 81 W EA 150.87 N 27 W The summation of the latitude and departure of the traverse are -26 and 55, respectively. Using COMPASS RULE, determine the follwowing:(Round off into four decimal places)DETERMINE THE CORRECTED LATITUDE OF THE LINE CD.
2. Given the following data of a closed traverse. LINE BEARING DISTANCE АВ N 38°29' E 33.00 BC S 54°23' E 31.55 CD S009' W 34.20 DE S 77°19' W 26.39 EA a. Compute the bearing of line EA. b. Solve for the distance of line EA. c. Compute the area of the traverse using DPD Method.