8. ANGLES FROM BEARINGS. Determine the angles APB, CPD, EPF, GPH, IPJ, and KPL from the given magnetic bearings: a) PA, N32° 25'E PB, N73 40'E b) PC, N82 05'E PD, S46 23'E c) PE, S78 10'E PF, $18°35'E d) PG, S41° 30'E PH, S44°15'W e) PI, S59° 48'W PJ, S77 69'W PK, N13° 53'W S88 04'E f) PL,

8. ANGLES FROM BEARINGS. Determine the angles APB, CPD, EPF, GPH, IPJ, and KPL from the given magnetic bearings: a) PA, N32° 25'E PB, N73 40'E b) PC, N82 05'E PD, S46 23'E c) PE, S78 10'E PF, $18°35'E d) PG, S41° 30'E PH, S44°15'W e) PI, S59° 48'W PJ, S77 69'W PK, N13° 53'W S88 04'E f) PL,

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

8. ANGLES FROM BEARINGS. Determine the angles APB, CPD,
EPF, GPH, IPJ, and KPL from the given magnetic bearings:
a) PA, N32° 25'E
PB, N73 40'E
b) PC, N82 05'E
PD, S46 23'E
c) PE, S78 10'E
PF, $18°35'E
d) PG, S41° 30'E
PH, S44°15'W
e) PI, S59° 48'W
PJ, S77 69'W
PK, N13° 53'W
S88 04'E
f)
PL,

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