The following data applies to a closed transom shown schematically in Figure 1. Calculate the preliminary azimuths, adjust them, and calculate the departures and latitudes, closing error in departure and latitude, and the relative accuracy of the traverse. Balance departures and latitudes using the rule of compass, and calculate the coordinates of points B, C and D. Calculate the final length and the azimuth of the lines AB, BC, CD and DE Tableau 1 Angle mesuré (à la droite) Longueur Mesurée (ft) Station Azimut Ajusté (ft) (ft) AzMk1 310 17'20 A 272 4000" 602.846.65 89,017.92 1432.26 267 2728" 1380.03 87*0231" 1229.94 D 109°3539" 1315.62 E 270°2929 604,905.59 91,251.50 57'3242 AZMK2 A,Mk, (E4 В (AX A Mk,

The following data applies to a closed transom shown schematically in Figure 1. Calculate the preliminary azimuths, adjust them, and calculate the departures and latitudes, closing error in departure and latitude, and the relative accuracy of the traverse. Balance departures and latitudes using the rule of compass, and calculate the coordinates of points B, C and D. Calculate the final length and the azimuth of the lines AB, BC, CD and DE Tableau 1 Angle mesuré (à la droite) Longueur Mesurée (ft) Station Azimut Ajusté (ft) (ft) AzMk1 310 17'20 A 272 4000" 602.846.65 89,017.92 1432.26 267 2728" 1380.03 87*0231" 1229.94 D 109°3539" 1315.62 E 270°2929 604,905.59 91,251.50 57'3242 AZMK2 A,Mk, (E4 В (AX A Mk,

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Compute the latitudes and departures for the sides of the traverse shown in the figure. Determine the error of closure and precision of the traverse. Note: there is an error in the textbook. The length of line CA should be 778.26 ??, with a bearing of ?82°44’?(as shown in the figure below).
10). What are the bearings of sides CD, DE, EA, and AB in the accompanying figure? B A 73°15'19" 100°40'20" 68° 21' 11". 46°15'29" N85°10′13″E
Problem No. 3 Given in the accompanying sketch are the observed forward and back bearing of an open compass traverse. A) Identify the best line. B) What is the forward and back bearing of the best line? C) Tabulate the adjusted direction. C it B 77°30' 77°50 32°40' 68°55. 47°35' 68°35' 47°15' 70°00' D E 71°00' 75°05' 74°55' A 80°25' 80°25' 85°20 84°50' F 32°20
2) Using angles to the right shown below, calculate the forward and back bearings and azimuths of the lines. North A South 125° B 146° E 144° 138° C 51°
AZIMUTH/BEARING OF LINE AB = S37W please answer the blank tables below and show detailed computation. include also the plot.
Show complete solution and sketch
35 X 281 Practical part: Q1) The following angles and distance were measured in the closed loop traverse ba (ABCDEFA),Draw the trayersing shape with angles and Calculate the Correcti per Angles and compare the results with the specifications. Station A B C 36 E F Side AB BC CD DE EF FA "/ Angle 47°59'40" 248°08'50" 85°16'33" 87°48'58" 126°39'35" 124°07'56" $ +
Where X =2
If the deflection angles in points B, C, D and E are shown in the table below, and the magnetic circular direction of the line AB is( S 32° 30' E) calculate the magnetic circular directions for the rest of the straight lines. What are the true circular directions if the magnetic declination is (6° 45' W)
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)
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.