From the observed forward and back azimuth from north of an open compass traverseAB ***** 36°15'******* 216°20'BC ***** 116°10 ******* 296°00'CD ***** 129°55' ******* 309°45DE ***** 39°10' ******* 219°10'EF ***** 75°15' ******k 255°25'1.Determine the most probable forward bearing of line BC.A. N 64° 10' WB. S 63° 50' EC.N 63° 50' WD. S 64° 00' WE. S 64° 10' E2.Determine the back bearing of line EF.A. N 75° 25' EB. S 75° 15' WC.N 75° 20' ED. S75° 25' WE. N 75° 15' E

Given data in question Open traverse Forward bearing Back bearing To find out Most probable…

From the observed forward and back azimuth from north of an open compass traverse AB ***** 36°15 ******* 216°20' BC ***** 116°10******* 296°00 CD ***** 129°55 ******* 309 45' DE ***** 39°10******* 219°10' EF ***** 75°15' ******* 255°25 1. Determine the most probable forward bearing of line BC. A. N 64° 10' W B. S 63° 50' E C.N 63° 50' W D. S 64° 00' W E. S 64° 10' E 2. Determine the back bearing of line EF. A. N 75° 25' E B. S 75° 15' W C.N 75° 20' E D. S75° 25' W E. N 75° 15' E

From the observed forward and back azimuth from north of an open compass traverse AB * 36°15 * 216°20' BC * 116°10*** 296°00 CD * 129°55 *** 309 45' DE * 39°10*** 219°10' EF * 75°15' ***** 255°25 1. Determine the most probable forward bearing of line BC. A. N 64° 10' W B. S 63° 50' E C.N 63° 50' W D. S 64° 00' W E. S 64° 10' E 2. Determine the back bearing of line EF. A. N 75° 25' E B. S 75° 15' W C.N 75° 20' E D. S75° 25' W E. N 75° 15' E

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

In the figure, the bearing from A to B is ? 45° 55’ 33” ?, and the interior angles are provided. a. What are the azimuths and bearings of the other four sides of the traverse in degrees, minutes, seconds (DMS)? b. Close the horizon of the traverse. What is the error? If the Total Station that was used to take these measurements has a sensitivity of ±3.5°, does this traverse fall within the acceptable error range?
azimuth to bearing: 74.062 degree 56.50 degree
If a plus sight of 1.097 m is taken on BM A, elevation 305.348 m, and a minus sight of 0.832 m is read on point X, calculate the HI and the elevation of point X.
1. What is the azimuth from south of line AB? 2. What is the from north of line BC?
A vertical angle of +14o 55' is read to a target 1.50m above point B. The measured inclined distance is 850.25m, and the elevation of point A is 325.45m above datum. If the height of instrument at A is 1.15m, determine the difference in elevation between A and B 219.29m 227.33m 231.22m 218.52m 230.44m determine the horizontal distance from A to B 818.59m 818.33m 821.86m 821.60m 816.76m determine the elevation at B 544.74m 543.97m 552.78m 556.67m 555.89m
Find the Azimuth and Corrected traverse
Which of the following co-ordinates are not the same for all observers? options: Right Ascention Altitude Azimuth Declination
FUNDAMENTALS OF SURVEYING All azimuths are measured from South.All angles must be written to the nearest minute only.All latitudes and departures must be written to two decimal places only. The Bearing line AB is N 55o44’ E and the bearing of the next line BC is N 25o 12’ W. Compute the deflection at point B
Using the Stadia Reduction Table,what is the Cde if the instrument constant is 0.229and the observed vertical angle is 21.43⁰?
Convert N 25 deg 25 min W to an equivalent azimuth
Calculate Lattitude and departure for length 32 m and Azimuth 60 Degree
8. The computed latitude and departure of line AB are 0.00m and + 45.46m respectively. What is the azimuth of line AB?