1. Plot the given traverse (Scale your drawings)Line1-2Length445.66 m326.73 mBearingS 6°35' W2 - 3N 17°48' W3 – 44 – 55 - 1N 70°59' WN 59°33' ES 39°18' E434.50 m427.00 m301.95 m INSTRUCTION: Given the accompanying tabulations are the observed data pertaining todifferent traverses. Compute and tabulate the latitudes and departure of each course, thelinear error of closure, bearing of error of closure, and adjust the given traverse data.Summarize your answers in tabular form

Line Length(m) Bearing 1-2 445.66 S 6o 35' W 2-3 326.73 N 17o 48' W 3-4 434.50 N 70o 59' W…

Answered: Length 445.66 m Bearing S 6°35' W N…

Length 445.66 m Bearing S 6°35' W N 17°48' W N 70°59' W N 59°33' E S 39°18' E Line 1-2 2 -3 3- 4 4 - 5 326.73 m 434.50 m 427.00 m 301.95 m 5 -1

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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Given in the accompanying tabulation are the observed data for a closed traverse obtained from a transit-tape survey. Determine the following quantities: latitude and departure of each course, linear error of closure, bearing of the side of error, and the precision of the measurements. Tabulate observed and computed values according to usual format.
LINEAR ERROR OF CLOSURE INSTRUCTIONS: Given in the accompanying tabulation are the observed data for a closed traverse obtained from a transit-tape survey. Determine the following quantities: latitude and departure of each course, linear error of closure, bearing of the side of error, and the precision of the measurements. Tabulate observed and computed values according to usual format. (40 pts) COURSE BEARING DISTANCE АВ Due north 400 M ВС N 45° E 800 M S 60° E S 20° W S 86° 59' W CD 700 M DE 600M EA 966.34 M TABULATE YOUR ANSWERS (latitude and departure) 1. Find the error in latitude and departure 2. Linear error of closure 3. Bearing of the side of error 4. Relative precision
INSTRUCTION: Given the accompanying tabulations are the observed data pertaining to different traverses. Compute and tabulate the latitudes and departure of each course, the linear error of closure, bearing of error of closure, and adjust the given traverse data. Summarize your answers in tabular form
INSTRUCTIONS: Given in the accompanying tabulation are the observed data for a closed traverse obtained from a transit-tape survey. Determine the following quantities: latitude and departure of each course, linear error of closure, bearing of the side of error, and the precision of the measurements. Tabulate observed and computed values according to usual format COURSE DISTANCE BEARING Due north АВ 400 M N 45° E S 60° E S 20° W S 86° 59' W BC 800 M CD 700 M DE 600M EA 966.34 M TABULATE YOUR ANSWERS (latitude and departure) 1. Find the error in latitude and departure 2. Linear error of closure 3. Bearing of the side of error 4. Relative precision
Interior Angle Traverse The observed interior angles of a closed traverse are as follows: A, 153° 30’00”; B, 58°20’20”; C, 139°19’00”; D, 78°21’20”; E, 110°28’00”. Determine the angular closure and adjust the measured angles by assuming the angular error is of the same amount at each station. Tabulate values accordingly. Draw a complete and detailed sketch Show complete solution Write eligible
Solve the following problems showing your complete solutions. Draw the figure completely labelled with all the notations used in your solution. 1.) Given in the table below is the technical descriptions of a transit-tape survey of a closed traverse. Balance the traverse using transit rule. LINE DISTANCE (m) BEARING 1 –2 56 S 500 15’ E 2 –3 50 S 400 25’ E 3 –4 30 S 600 45’ W 4 –5 43 N 580 20’ W 5 –6 46 N 560 40’ W 6 –1 49 N 440 30’ E
fundamentals of surveying. DEFLECTION ANGLE TRAVERSE. The following are the measured deflection angles for a closed traverse: 97° 05’ R, 152° 18’ R, 96° 13’ R, 22° 15’ L, and 36° 44’ R. Determine the error of closure and adjust the measured angles by assuming that the error is the same for each angle. Tabulate values accordingly.
Solve the following problems showing your complete solutions. Draw the figure completely labelled with all the notations used in your solution. 1. Given in the table below is the technical descriptions of a transit-tape survey of a closed traverse. Determine the latitude and departure of each course, linear error of closure, bearing of the line of error, and the precision of measurements. LINE DISTANCE (m) AZIMUTH FROM SOUTH 1 –2 445.66 6035’ 2 –3 326.73 162012’ 3 –4 434.50 109001’ 4 –5 427.00 239033’ 5 –1 301.95 320042’
Given in the accompanying tabulations are the observed the data of a traverse. Compute the following: Adjusted Latitude of line DA Adjusted Departure of line CD Adjusted Latitude of line BC Adjusted Departure of line AB Total Adjusted Length
TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data for two different traverses: For each set of traverse data, balance the latitudes and departures by the transit rule. Also determine the linear error of closure, bearing of the side of error, and the precision of the measurements made. Tabulate all observed and calculated values into a convenient format and prepare a sketch of the adjusted traverse. Use a convenient scale.
Given in the table below is the technical descriptions of a transit-tape survey of a closed traverse. LINE DISTANCE (m) BEARING 1 – 2 56 S 500 15’ E 2 – 3 50 S 400 25’ E 3 – 4 30 S 600 45’ W 4 – 5 43 N 580 20’ W 5 – 6 46 N 560 40’ W 6 – 1 49 N 440 30’ E Determine the area enclosed by the traverse by: Using triangles, Double meridian distance method, and Double parallel distance method.
A level loop was run and the raw elevations in Table 2 were calculated based on backsights and foresights. A plan view of the loop is shown in Figure 2. The true elevation of BM1 is 195.00 ft. Adjust the elevation of each station such that the error is evenly spaced. Show sample calculations of your work. Also determine the accuracy ratio of the survey. BM₁ 5 mi 3 mi BM2 BM4 3 mi BM3 4 mi Figure 2 Table 2 Station Raw Elevation [ft] BM1 195.0 BM2 205.6 BM3 209.8 BM4 204.7 BM1 195.5