Balance the interior angles of the closed polygon shown below and determine the bearings AND azimuths for each side using the adjusted angles. A B C E A N 55°E 101° 24'00 Sum after balancing Bearing AB = Bearing BC = Bearing CD = Bearing DE= Bearing EA = E 0.10.26 8 149°13'00' 2E-6 80°58'30 116°19'00 D C Azimuth AB = Azimuth BC = Azimuth CD = Azimuth DE = Azimuth EA = Balanced angles:

Balance the interior angles of the closed polygon shown below and determine the bearings AND azimuths for each side using the adjusted angles. A B C E A N 55°E 101° 24'00 Sum after balancing Bearing AB = Bearing BC = Bearing CD = Bearing DE= Bearing EA = E 0.10.26 8 149°13'00' 2E-6 80°58'30 116°19'00 D C Azimuth AB = Azimuth BC = Azimuth CD = Azimuth DE = Azimuth EA = Balanced angles:

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The fore bearing of a line CD is 324° 45'. The back bearing of the line is (a) 144° 45' (c) 234° 45' (b) 54° 45′besh (d) 35° 45'ra)
The magnetic azimuth of line PQ is 283* 36'. The declination at point P is 4* 20 west. The true bearing of line PQ is: A.N 72* 5 W B. N 80* 45 W C. N 72* 5 E D. S 80* 45 E
SITUATION. A pole supported at point O is subjected to forces as shown. 2kN 2m 2m 2m 5m 8kN 6kN Determine the direction of the resultant from the positive x-axis. O 71.110 18.880 O 20.960 O 108.88°
|: Determine the slope and the displacement at point B for the beam. らm 15m
* If the fore bearing of a line is N 26°35' W, its back bearing will be N 53° 25' WO S 35⁰ 26¹ E S 26° 35' WO S 26 °35'E O N 26° 35'E O
Determine the slope at C in terms of El for the frame shown. 80KN 3m 2m 21 Im 2m 20KN 30KN 2m 21 3m Fig.P17.13 No need to write /EL. Any method may be uied in solving this problem USE 2 DECIMAL PLACES
Determine the tangential rotation (in radians) at point c. Assume E=200 GPa and I = 15x10^6 mm^4 Set B only
The back-bearing of XY is S 25° 25' 36" E. What is the fore-bearing of XY? Provide your answer as a bearing and an azimuth.
Find the location of the point P¡ is the frame a. X. P 25° 35% {b} a Za + {a}
QI: Determine the vertical rotation of point B. 35 kN/m m- 9m El = constant E = 70 GPa I = 1,800 (106) mm %3D
The true bearing of a line AB is S 43* 15' E, and the true bearing of a line AC is N 43* 15 E. The magnitude of the smaller angle BAC between the lines is: A. 50* 15' B. 86* 30' C. 93* 30' D. 136* 45
Determine the value of angle Q.