The following are the observed data for an open compass traverse. Adjust the observed directions and tabulate values accordingly. (Note: Submit the illustrations, complete solution and tabulated of adjusted forward and Back bearing)

The following are the observed data for an open compass traverse. Adjust the observed directions and tabulate values accordingly. (Note: Submit the illustrations, complete solution and tabulated of adjusted forward and Back bearing)

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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Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

LENGTH OBSERVED BEARING
(m)
LINE
FORWARD
ВАСK
AB
405.65 S 55° 40' W
N 55° 50' E
N 36° 15' W S 35° 55' E
N 73° 10' w S 73° 30' E
S 44° 45' W
ВС
495.08
CD
284.15
DE
367.29
N 44° 45' E

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vertical angle is 30°23’, and observed stadia intercept is 2.20m. The stadia interval factor at the measurement used 95.50m and C is 0.30m, if the height of the instrument is 1.62m, and the rod reading is taken 1.95m. Determine the HD, VD, ID, and DE. Given:K= 95.5mS= 2.2mC = 0.3mVertical Angle = 30°23’
Given:Upper reading = 1.64 mMiddle reading = 1.57 mLower reading = 1.51 mVertical Middle Angle = 10°32’00”Elev of point A = 333 mH of instrument = 1.2 mK = 100Stadia Constant = 0 Solve the ff.: A. Inclined, horizontal, and vertical distance B. Elevation of point B.
a (deg) = 16.446q0 (kN/m) = 37.632
Transit is set up at A observeda stadia intercept of 2.2 m at a verticalangle of +1823’. The stadia interval factor ofthe instrument used is 95.5 and stadiaconstant of 0.3 m. If the height of instrumentis 1.62 m, and the rod reading is 1.95 m.Determine the horizontal distance from thetransit set up A to the rod at point B. a. 201.44 m c. 198.45 b. 189.48 m d. 186.56 m
a=2 b=5 3xb=15x mm 12xb=60x mm 10xa kN = 20x kN ((3xb)-0,00735)) = (15x- 0,00735) mm
E =29000Ksi I =750inch^4
Ray= 97.8553kn Rbx= 73.7132kn Rby= 14.14221 kn this must be the answer show solution pls
0 a 2178 kN O b. 3726 kN 1| select one: WG o weiox92
Q avg = 0.181 m^3/s
A line of levels was run BM1 to BM2 covering a route approximately 5 km. Backsight and foresight distance every set up average 100m. long. If at every T.P the rod settles about 0.04m. what would be the corrected elevation of BM2 if is recorded elevation is 100m. and the elevation of BM1 is 60m. a) 159.04 b) 149.40 c) 174.23 d) 137.72
1Q is 18 7T is 72
Compute for the coordinates of station O. Note that: A has a northing of 1620925.334 and easting of 507672.847. B has a northing of 1620923.996 and easting of 507617.614. C has a northing of 1620694.527 and easting of 507681.770. STATION OCCUPIED STATION OBSERVED HORIZONTAL ANGLE (m) O B 0˚00’00” A 0˚29’49” O A 0˚00’00” C 64˚08’18”