Using the Gauss-Mid Latitude formula,determine the distance and bothazimuths between the following points(in p, A): P1 (25 ° O'0.0000 "N, 70 °0'0.0000E) and P2 (25 ° 15'0.0000 "N, 70° 15'0.0000" E). Note: Enter azimuths indecimal degrees to a minimum of 6decimal places and distances in meters.

Given data P1(25o0'0.000''N, 70o0'0.0000E)P2(25o15'0.000''N, 70o15'0.0000E)

Answered: Using the Gauss-Mid Latitude formula,…

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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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?
A is a point having an elevation of 130.48 m above datum, and B and C are points of unknown elevation. B is in between A and C. By means of an instrument set 1.22 m above B vertical angles are observed that to A being -14°45' and that to C being +8.32. The horizontal distance AB is 547.20 and the horizontal distance BC is 923.25 m. Making due allowance for earth's curvature and atmospheric refraction. Compute the elevation (meters) of C.
Answer fast.
5. The following data were obtained by stadia observations: Vertical angle = + 9°25', upper and lower stadia hair readings are 2.352 and 0.995 m., respectively. The stadia interval factor is known to be 99.00 and C is 0.381 m. The height of the instrument above the instrument station (point A) is 1.496 and rod reading is taken at 1.589m. Determine the following: the horizontal stadia distance а. b. the vertical stadia distance c. the elevation on the point where the rod was held
FUNDAMENTALS OF SURVEYING 1 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. 3.The latitude and departure of a traverse line were computed as +45.56m and 67.78m respectively. Determine its bearing. 4. In Problem 3, determine its distance.
Exercise Consider the following surveyed points presented in the figure below. The easting and northing of the point A (E=500, N=600). 1) Compute the Easting and the northing of the points B, C, D and E. 2) Compute the Azimuths GAB, and GAE. 3) Compute the deflection angle between AB and BC; and the deflection angle between CD and DE. N S63° 11' 27.32"E 1589.824 m N76° 34' 21.23"E 976.327 m B N65° 59' 59.15"E 1303.296 m N36° 07' 35.64"E 2257.235 m
PROBLEM #4 Two points of a trigonometric leveling A and B of a certain terrain are each distance 2500m. Angles A and B are measured from a third point C located in between that has an elevation of 300m. The measured vertical angles to A is + 5°30' and to B is +8°30’ from point C. a. Considering the earth's refraction, what is the difference of elevation A and B? b. What is the elevation of point A? c. What is the difference in elevation between B and C?
The magnetic bearing of a line was recorded as N 34°00 E on an old survey plan dated 1947. In 1970, the isogonic chart shows a declination of 9° W for the area with an annual change of 4' eastward. Determine the azimuth of the line in 2020. Your answer An airplane is 421km from radar station R at a bearing of N 23 25' W. A second radar station Q is 210km from R at a bearing of S 57 25' E. Find the distance of the airplane from station Q.
If the distance between P and Q is 1000m and RL of P =100.105 m, then(i) find RL of Q (ii) error in levelling and (iii) angular collimation error Instrument near P 0 Staff reading at P 1.625 0.725 Staff reading at Q 2.545 1.405
What is the back azimuth of a line has an azimuth 233°? Answer:
If the azimuth from South of a line is 312°, what is its bearing? Select the correct response: S 48° W S 42° W S 42° E S 48° E
Compute the azimuths in the traverse (as shown in the figure), given that azimuth AB equals 126°55’17”, and that the angles within the traverse are the following: Angle A = 100˚45’35” Angle B = 231˚23’41” Angle C = 17˚12’56” Angle D = 89˚03’26” Angle E = 101˚34’22” Convert the given azimuths computed into bearings.

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