Backward bearing 322030'00" 44°15' Forward bearing 142030'00" 223°15'00" 287°00’00" 12045'00" 60°00’00" Line АВ ВС CD 107°45'00" DE 192°15'00" EA 239°00'00"

Q: 777 TTI

A: static indeterminacy : When the static equilibrium equations - force and moment equilibrium…

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

A:

Q: Convert the angle 238ᵒ25’50’’ into its equivalent in decimal degrees.

A: Concept used:- 1ᵒ = 60’ (1 degree = 60 minutes) 1’ = 60’’ (1 minute= 60 seconds)

Q: correction Station Station Distance (m) 11.55 Adjusted interior angle 103°22'| 102°57' | 103° 9'…

A: From the table given in problem, the summation of mean observed interior angle is: ∑=541°36' Also…

Q: Determine the location of "y co-ordinate" in inch of the centroid for the angle's cross- sectional…

A: Centroid: It is defined as the particular point at which the total area of the body acts is known as…

Q: Compute the angle (0) from the below figure: A(11150.509, 11825.802) B(11807.821, 11582.456) 402…

A: Coordinate (x,y) = (Departure, Latitude) To Determine Angle (θ) from the given figure.

Q: What is the quadrantal bearing of line OA? 30° 60° 55° 45° O a. 120 deg O b. N 60 deg E O c. 300 deg…

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Q: Bearing or Azimuth of Line AB: Dist (m) Observed Interior Angle 0 Reversed Mean Adjusted Corr…

A: A bearing is a clockwise or counterclockwise angle between north or south and a direction. The…

Q: Q2: Find the length, azimuth and the back azimuth of line AB, A(x-100.0m, y-100.0m) Вх-200.0m,…

A: To find length of line AB and it's azimuth

Q: olite.pdf Q | 山 2 17. In Question 16, assuming that the error is the same for each angle, the sum of…

A: Q16 is not given so I can't solve Q17  Below I am solving Q18

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

A: Note:  As azimuth of A, B, C, D, and E gave in the problem so, we are solving only the azimuth of…

Q: Describe, in words, the procedure for converting Azimuths directions of between 270° and 360° to…

A: azimuths are 2700 and 3600

Q: Find Find 300 EN 30 F1= 205KN

A:

Q: Explain the procedure of rapid static relative positioning.

A: The rapid static method is  yet an important technique for looking over with GPS. It consolidates…

Q: LENGTH (m) SIDE BEARING NO9*30'w N55*06'w S57 35'w s04*05'E AB 413.60 BC CD DE 304.38 407.21 Unknown…

A: Given:- Length bearing To find:- length DE Bearing EA

Q: For the activity on node shown below, find the critical path and the expected duration of the…

A:

Q: 9. DETERMINING BEARINGS AND AZIMUTHS. In the accompanying sketch the bearing of line AB is N52°…

A: Whole circle bearing: Whole circle bearings are measured in a clockwise direction with respect…

Q: 94.40mm 16.50mm 348.00mm 36.40mm 16.50mm

A:

Q: Problem 2 Fill up the missing data Draw the traverse. LINE AB BC CD DE EF DISTANCE(m) 42 35 80 80 45…

A: Given: Length of AB=42 m Length of BC=35 m Length of CD=80 m Length of DE=80 m Length of EF=45 m…

Q: Discuss about the working principle of geodimeter in total station

A: Total station: It is an optical electronic instrument used in surveying and also in building…

Q: Compute the azimuth, deflection angles, angles to the right and the interior angles of all the lines…

A: Given data To find the Azimuth and deflection angles and interior angles of the vertices

Q: Observed Bearings Length (m) Computed Internal Adjusted Values Line Forward Вack Sta Cor Interior…

A:

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: Find the size of angle A.

A: Consider the figure,

Q: Given the two orthogonal projections of the object (top view and front view), identify the third…

A:

Q: Why horizontal axis is essential in making angle observations?

A: Horizontal axis  It is the line passing through journals which fit into the bearings at the top of…

Q: Get the distance and bearing of line EA

A:

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

A:

Q: LINES BEARING DIST AB N 32 27' E 11 BC S 8 51' W 83 12 CD

A:

Q: Compute the azimuthof the missing side. (Format: 000deg00min) 00- numerical values LINES AZIMUTH…

A:

Q: then why did you assume that that y distance is 4 |??? why cant it be 5 or 7

A:

Q: Compute the Ig and ỹ of the symmetrical l-beam with the given measurements from the figure 150 m…

A:

Q: In surveying, Why is elevation not relative to the ellipsoid?

A: The capability to precisely compute local elevation is essential for any job site assessment wherein…

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: State the specifications of azimuths and bearings?

A: Horizontal angles are a very important part of surveying. Azimuths and bearings are horizontal…

Q: Locate the centroid of the ellipsoid of revolution.

A: The equation of ellipsoid is given by,

Q: From the following traverse notes, compute the corrected distance of line CD using Transit Rule.…

A:

FEA for Dynamic Problems

Finite element analysis or FEA is a computational tool that evaluates the approximate solution for a particular engineering problem. The tools provided by FEA help to evaluate the solutions of partial differential equations (PDEs) computationally following a numerical approach. Solutions of the PDEs can also be performed by following traditional algebraic approaches, but when the problem gets towards the complex side, it becomes very tedious and almost impossible to arrive at the solutions. In such cases, the FEA fulfills the purpose by evaluating the equations following multiple time steps and iterations. The more the time steps and iterations, the more accurate the solution. The solution plotted by FEA analysis and mathematical approaches varies asymptotically.