Knowing the azimuth AB and the angles at the vertices of the figure. Calculate the azimuths of the remaining alignments and the angular error to finally determine the corrected azimuth. Brealizados para tener derecho a puntuación.PuntoB1234сABNΦZ horiz..52°32'15"122°16'47"225°21'43"215°16'26"110°13'07"85°42'31"AB 218°16'32"728,453Wild T1-A (AP=20")Dist.728,453625,348680,745420,331765,358625,3482680,7453PCD=309°39'51"420,331D4765,358

Data given Azimuth AB = 2180 16' 32'' Azimuth CD = 3090 39' 51'' Angles at the vertices of each…

Answered: Knowing the azimuth AB and the angles…

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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Knowing the azimuth AB and the angles at the vertices of the figure. Calculate the azimuths of the remaining alignments and the angular error to finally determine the corrected azimuth.

B
realizados para tener derecho a puntuación.
Punto
B
1
2
3
4
с
A
B
N
Φ
Z horiz..
52°32'15"
122°16'47"
225°21'43"
215°16'26"
110°13'07"
85°42'31"
AB 218°16'32"
728,453
Wild T1-A (AP=20")
Dist.
728,453
625,348
680,745
420,331
765,358
625,348
2
680,745
3
PCD=309°39'51"
420,331
D
4
765,358

Expert Solution

Step 1

Data given

Azimuth AB = 218⁰ 16^' 32^''

Azimuth CD = 309⁰ 39' 51^''

Angles at the vertices of each station points:

Point	Horizontal angle
B	52⁰ 32^' 15^''
1	122⁰ 16^' 47^''
2	225⁰ 21^' 43^''
3	215⁰ 16^' 26^''
4	110⁰ 13^' 07^''
C	85⁰ 42^' 31^''

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