Solve it soon 3-4-5 good solution ok thanks for me PROBLEM 3: The lines OA and OB, whose magnetic bearings are N39°25'W and N75°50'E respectively,are laid out in plane. What is the angle between the lines? (PROBLEM 4: Assume the magnetic bearing of line AB read in 1878 was N26°15'E. The magneticdeclination at that time and place was 7°15'W. In 1984 the declination was 4°30'E. What is the neededmagnetic bearing in 1984?"PROBLEM 5: For a given data from a survey, determine the following:a. Latitude and departures (1b. Linear error of closurec. Error/Closure in latitude (d. Error/Closure in departure (4e. Direction of the side of error (f. Precision of measurement made. (5LINEABBCCDDEEFFALENGTH233.10242.05191.50234.46270.65252.38AZIMUTH FROMNORTH122°30'85°15'20°00'333°35'254°08'213⁰00¹LATITUDEN (+)S(-)DEPARTUREE(+)W(-)

Given data in question Bearings of OA and OB are N39°25`W and N75°50`ETo find out Angle between them

Answered: PROBLEM 3: The lines OA and OB, whose…

PROBLEM 3: The lines OA and OB, whose magnetic bearings are N39°25'W and N75°50'E are laid out in plane. What is the angle between the lines? ( respectively.

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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Concept explainers

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.

Question

Solve it soon 3-4-5 good solution ok thanks for me

PROBLEM 3: The lines OA and OB, whose magnetic bearings are N39°25'W and N75°50'E respectively,
are laid out in plane. What is the angle between the lines? (
PROBLEM 4: Assume the magnetic bearing of line AB read in 1878 was N26°15'E. The magnetic
declination at that time and place was 7°15'W. In 1984 the declination was 4°30'E. What is the needed
magnetic bearing in 1984?"
PROBLEM 5: For a given data from a survey, determine the following:
a. Latitude and departures (1
b. Linear error of closure
c. Error/Closure in latitude (
d. Error/Closure in departure (4
e. Direction of the side of error (
f. Precision of measurement made. (5
LINE
AB
BC
CD
DE
EF
FA
LENGTH
233.10
242.05
191.50
234.46
270.65
252.38
AZIMUTH FROM
NORTH
122°30'
85°15'
20°00'
333°35'
254°08'
213⁰00¹
LATITUDE
N (+)
S(-)
DEPARTURE
E(+)
W(-)

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