Please label all answers and round to the correct number of significant figures!!! Thank You. Refer to the closed traverse image below (A-B-C-D-E-A). Measurements of the interior angles areprovided as shown in the figure. The azimuth of Line AB is 295°00'00".D118°48'41"146°10'50"61°57'11"E81°59'31"B59°36'52"ABased on the information provided, determine the following:a. The internal angle at point F.b. The azimuth and bearing of each course of the closed traverse (AB, BC, CD, DE, EF, andFA).

Answered: Image /qna-images/answer/0aa4ec83-675a-4e5a-a9e0-a9b4cdab9deb.jpg

Answered: Refer to the closed traverse image…

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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Compute the linear misclosure, relative precision, and adjusted lengths and azimuths for the sides after the departures and latitudes are balanced by the transit rule in the following closed-polygon traverse. Compare the computed area of the traverse using DMD and DPD. Course Length (m) Departure (m) Latitude (m) AB 399.233 -367.851 +155.150 BC 572.996 +121.550 -558.158 CA 640.164 +497.420 +403.018
Find: a) the stadia interval for station L b) The horizontal distance between the instrument and Station J c) The elevation of Station K d) Using atmospheric pressure to determine the difference in elevation involves: Barometric levelling, Curvature and Refracture, Differential Levelling, or Profile Levelling?
In the polygon ABCD, the magnetic quarter circular direction of the BC side is N 45°00'00" W and that the naming of the points was counterclockwise. Calculate the true quarter-circular directions of the remainder of the side if the magnetic deviation is 5° w and the values of the interior angles are shown in the table.
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
Determine the Interior Angles, deflection angles, angles to the right and azimuth angle of the traverse sketchgiven. Draw a sketch for each angle traverse separately.
UPVOTE WILL BE GIVEN. Please write the complete solutions and box the final answer. Use 4 decimal places. Fundamentals of Surveying The azimuth from north of traverse line AB is 220° 02'. If the succeeding line BC has a bearing of S35° 05' E, the angle to the right at station B is?
Find all azimuth angles. Show solutions. N= North
PROBLEM 1 Given the following interior angles (angles-to-the-right) of a five-sided closedpolygon traverse and if the azimuth of side AB is fixed at 74°31'17", determine the adjusted azimuth of line EA.A =105°13'14"; B = 92°36'06"; C = 67°15'22"; D = 217°24'30"; E = 57°30"38". (Note: line BC bears NW.) ANSWER HERE IS: Azimuth EA=149.300278 PROBLEM 2 Compute the linear misclosure for the traverse of Problem 1 if the lengths of the sides (in feet) are as follows: AB = 2157.34; BC =1722.58;CD =1318.15; DE =1536.06; and EA =1785.58. (Note: Assume units of feet for all distances.)Round off your answer to three decimal places. No need to include the unit. ANSWER HERE IS: 0.065 NEEDED TO ANSWER im confuse Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse in Problem 1 considering the length of Problem 2. If the coordinates of station A are X = 20,000 ft and Y = 15,000 ft, calculate x coordinates of course DE.
FUNDAMENTALS OF SURVEYING 1, FIELD 1.) A backsight reading of 2.73m is taken to a point A and subsequently a foresight reading of 1.35m is taken on point B from a level station established midway between the two points. a)What is the difference in elevation between points A and B? b) If the elevation of A is 386.70m above sea level, what is the elevation of B?
Find the Azimuth and Corrected traverse
The following data were obtained by stadia observation: vertical angle Ѳ = +9degree25min, upper stadia hair and lower stadia hair readings are 2.352 m and 0.995 m, respectively. The stadia interval factor is known to be 99.0 and C = 0.381 m. The height of the instrument above the instrument station (point A) is 1.496 m and the rod reading is taken at 1.589 m. Elevation of point A is 776.545. determine the inclined distance AB? In Problem 1 determine the horizontal distance In Problem 1 determine the vertical distance In Problem 1, Determine the elevation of B
The azimuth of a five sided traverse are as follows: AB = 241°, BC = 22°, CD = 158°, DE = 64° and EA = 225°. Determine the interior angle of station E

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