a. Based from the figure provided, complete the data below. AZIMUTH LINE LENGTH FROM SOUTH АВ ВС CD DE EA

Q: PROBLEM NO. 05. Given the following tabulated data for a close traverse in which the lengths of BC…

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Q: Convert N25deg25minW to an equivalent azimuth with illustration.

A: To Convert :- N25°25'W to an equivalent azimuth

Q: The angles about a point R have the following observed values. A = 120°5’ 20”, B = 132°27’30”, and C…

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Q: 2. Compute the x and y coordinates from the following balanced data. Side Bearing degree minutes AB…

A: Side  Bal. Latitude Bal. Departure Point Co-ord X Co-ord Y     AB -188.388…

Q: Q4/ from figure below if the Azimuth directions for lines AB, CD, and EF are 90°, 200°°and…

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Q: The table below shows the field measurements for a traverse A, B, C, D, E, if the Azimuth of AB =…

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Q: Complete the table. Write NA if the angle is undefined. Do not include the direction of the angle.…

A: Angle to the right means = Direct angle    Direct angle is the angle measured clockwise from the…

Q: Question 8 A survey is performed on a closed traverse as shown in the Figure below. Assume line AB…

A: A closed traverse ABCDEFA as shown in the figure.Where,Also,FB of AB (True east).To find: Azimuth…

Q: 1.4 What is the azimuth of line BC in Table 1.4 Table 1.4 ANS Station A B Point C N, m E, m 0.5000…

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Q: 2. Adjust the angles to substitute for the misclosure. misclosure #of angles) Misclosure correction…

A: As per authoring guidelines, if the question number is not specified, the first question or three…

Q: Find the azimuth of the following if the point of reference is south. Thank you

A: Reference point is South. (1)N5°30'E--> 180°+ 5°30'=185°30' (2)N46°02'E-->180°+ 46°02'=226°02'…

Q: A traverse survey has been performed for a project located in a rural area. The azimuth angle and…

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Q: 48° 37' AZAB = INT ZA = Azec = INT Z, = E 30° 22' 66° 40 AzCD = INT L = AZDE = INT Z, = 15° 12 15°…

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Q: Given the following data, calculate the elevation of hilltop point B. Slope dist., S Zenith angle…

A: Given data: S=2935.260mZenith angle (Z)=108°43'37''BM EA=308.420m Figure:

Q: . Given in the accompanying tabulation are the observed data for a closed traverse obtained from a…

A: To Determine latitude and departure of each course, linear error of closure, bearing of the side of…

Q: determine the horizontal distance from the transit to point b

A: Given Data:

Q: 14. ALTIMETER SURVEYS. Given the following data gathered from an altimeter survey: m; elevation of…

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Q: Q3) The following corrected azimuths were calculated in a traverse of (ABCDEA), calculate: 1-The…

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Q: Given PI at 8+ 272.311, A = 24°24'20", and R = 500 m, compute E (external), M (midordinate), and the…

A: External Distance= E= RCos∆2-R= 500cos 12°12'10''-500= 11.558 m Midordinate = R1-cos∆2= 5001-cos…

Q: Please explain how to find the bearings/azimuths. (Why is it addition or substraction?)

A: Bearings  Horizontal angle measured for any line with respect to North -South direction is called…

Q: Given: Point Angle Bearing AB = N76-32-44E %3D 75°01'24" 41°19'20" 251°04'40" 54°06'24" 118°27'52"…

A: Given,  This is related to surveying.  We need to determine azimuths of each Line.

Q: ng AZIMUTH computations, for this

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Q: The table below shows the field measurements for a traverse A , B , C , D, E, if the Azimuth of AB =…

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Q: CALCULATE THE INTERIOR ANGLE (DEG. MIN. 3.sc. FoRMAT.)

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Q: A vertical angle of +25°15' is read to a target 1.75m above point B. The measured inclined distance…

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Q: The azimuth from south corresponding to N 69°21' W is Select the correct response: O 249-21 O 159-21…

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Q: From the following closed traverse. Compute the distance of the missing side * LINES AZIMUTH…

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Q: 3) The line AD was measured as parts and full length with the same observation conditions, the…

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Q: The following are the incorrected consecutive coordinated of a traverse. Adjust the traverse by…

A: Line Latitude Departure Northing Southing Easting Westing AB +21.500     -65.450 BC   -80.755…

Q: Find the horizontal distance AD. If BD and CD were 30m and 80m * .respectively 190° 3D River 90° A

A: Given above figure of surveying across a river BD = 30m and CD = 80m

Q: 1.4 What is the azimuth of line BC in Table 1.4. Table 1.4 ANS Station A B Point C N, m E, m 0.5000…

A: Given data- A table showing data for points A & B given- To Find- The azimuth of line BC.

Q: A 55°25' D S 80°21'E N 85°31'W B S 6°19'E C For the accompanying figure, what is the interior angle…

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Q: L 91 29 12 B R 268 31 06

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Q: STA 8+50 elevation = 132.74 %3!

A: According to given datafor STA 8+50 Elevation=132.74STA 12+ 50 Elevation = 246.29To calculate the…

Q: Line levels between BM1 and BM2 are run over four different routes. The elevation of BM1 is 640.00…

A: Levelling or leveling is a part of looking over, the object of which is to lay out or check or…

Q: Given closed traverse with omitted measurements, Line Distance (m) | Azimuth (from North) AB 281.4…

A: To determine the omitted measurements.   Given closed traverse, Line Distance (m) Azimuth (from…

Q: The Azimuth of the lines AB and BC are 146° 30' and 68° 30'. The included angle :ABC is 102° O 100⁰…

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Q: elow shows the field measurem 290° and the coordinate of poin the traverse. Line Length(m)

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Q: How do you add or subtract a stationing to a meters? 50+000 - 51.81 =    And how it solve this,…

A: We have, 50+000 - 51.81 = ? Stationing is done with a reference point and stationing is along the…