Q1: for the traverse in the table below: 1- Draw a sketch 2- Balance the angles 3- Compute the linear error of closure and the precision ratio of the traverse. 4- Find the Adjusted Coordinates of points B,C,D, and E Coordinates (m) Observations Further information MEASURED ANGLE (Interior, left to side right) DISTANCE Station (m) () AZIMUTH A 1000 1000 101° 24' 00" (

Q1: for the traverse in the table below: 1- Draw a sketch 2- Balance the angles 3- Compute the linear error of closure and the precision ratio of the traverse. 4- Find the Adjusted Coordinates of points B,C,D, and E Coordinates (m) Observations Further information MEASURED ANGLE (Interior, left to side right) DISTANCE Station (m) () AZIMUTH A 1000 1000 101° 24' 00" (

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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A, B and C are three known control stations and P is the position of a sounding vessel which is to be located. If AC = 6925.50m and AB = 6708.40m, angle BAC = 112°45'25", angle BPA = 25°32'40", angle APC = 45°35'50", determine the distance AP if A is nearer to P than B and C.
Provide a separate table for DMD and DPD. Also, before the bearing, compute for the azimuths
1. From the field notes of a closed traverse show below, adjust the traverse. LINES BEARING DISTANCES AB Due North 400 + 1 ВС N 45° E 800 CD S 60° E 700 DE S 200 W 600 EA S 86° 59' W 966.34 a. Solve for the Latitude and Departure b. Solve for the Adjusted and Balanced Departure and Latitude using compass/transit rule (specify your choice) c. Solve for the Balanced Length and Bearing d. Using the adjusted departure and latitude, calculate the area of the traverses using DMD/DPD method. (Specify your choice)
- What is the corrected departure of course D-A using transit rule?- What is the corrected latitude of course C-D using transit rule?PLS PROVIDE COMPLETE SOLUTION THANKS
Q4-In the traverse below if the Azimuth of AB = 30° 30' 30" find the coordinates of point B and C 70° 15' 15" 200m 58° 40' 40" A (15,15) Q5- For the closed looped traverse PQRS below, find:- 1. Closing error and relative accuracy. 2. The correct coordinate of Q and R points. (by using compass method) If known the computed coordinates of P, Q and R as shown below North(y) 3. The correct length and direction (AZ) of QR Iline. 20m points East(X) 45m 300.24 199.88 (200,300) 275 200 317.03 R R 144.02 25m 70m A30° 30' 30"
Please need the correct answer
A survey is performed on a closed traverse as shown in the figure below. The course of the traverse is alphabetical (A-B-C-D-E-F-A). For the closed traverse, determine the following: a. The unknown angle at point F. b. Assume line AB has a bearing of "True East". The bearings and azimuths of all other courses (lines) of the traverse. A 127°37'10" B E 70°33'20" 38*16'45" 119°3'25 C 99°36′56*
1. From the field notes of a closed traverse show below, adjust the traverse. LINES BEARING DISTANCES AB Due North 401 ВС N 45° E 797 CD S 60° E 700 DE S 200 W 600 EA S 86° 59' W 966.34 a. Solve for the Latitude and Departure b. Solve for the Adjusted and Balanced Departure and Latitude using compass/transit rule (specify your choice) c. Solve for the Balanced Length and Bearing d. Using the adjusted departure and latitude, calculate the area of the traverses using DMD/DPD method. (Specify your choice)
PLEASE ANSWER IT ASAP AND CORRECTLY FOR AN UPVOTE. THANK YOU.
A traverse has the following data: DRAW THE TRAVERSE AND SOLVE THE FOLLOWING USING COMPASS RULE. (EXPRESS YOUR AN PUT UNITS) TABLE 1 POINTS LINES DISTANCE BEARING AZIMUTH INTERIOR ANGLE DEFLECTION AB 101m 232 B BC 200m 47 CD 240m N 49 W DA 126m 149, R Determine the correction of latitude of line AB. Determine the correction of departure of line BC. Determine the corrected latitude of the line DA. Determine the correction of latitude of line AB.
For the given data of a close traverse, determine the missing bearings of courses DE and EF then solve the AREA using DMD. Sketch the traverse. LINE DISTANCE (m) BEARING S АВ 74 N 71°26' E ВС 100 ? 66 S 85°18' E CD DE 128 S 76°21' W EF N 32°16' W FA 51 N 32°35' E