2.1.1.Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings, (b) unadjusted departures and latitudes, (c) linear misclosure, and (d) relative precision. (Note: Line BC bears NE.) Interior Angle (Right) Length Course Bearing (m) A = 120'07'10" B - 59 39'10" C - 248 00'57 D- 86°51'04" E - 102'09'16" F = 103 12'41" АВ S50°54'23"E 329.722 BC 210.345 CD 279.330 283.426 433.007 DE EF FA 307.625

2.1.1.Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings, (b) unadjusted departures and latitudes, (c) linear misclosure, and (d) relative precision. (Note: Line BC bears NE.) Interior Angle (Right) Length Course Bearing (m) A = 120'07'10" B - 59 39'10" C - 248 00'57 D- 86°51'04" E - 102'09'16" F = 103 12'41" АВ S50°54'23"E 329.722 BC 210.345 CD 279.330 283.426 433.007 DE EF FA 307.625

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 missing or omitted distance or bearing
Problem 5 Given the deflection angle of a 6-side closed traversed. Find the Bearings of each course and Sketch the traverse. LINE 2888 AB BC CD DE EF FA DIST STA (m) 80 40 75 39 50 123 A B с D E F DEFLECTION ANGLE 125°10' R 40°26' L 110°16' R 89°28' R 43°04' L 115°24' R CORRECTION ADJUSTED DEFLECTION ANGLE BEARING N 46°27' E
INSTRUCTIONS: Provide your COMPLETE solution, including illustrations and sketches, legibly. From the OBSERVED set of data of a closed compass traverse shown, determine the: a. Bearing of each line b. Linear error of closure, the direction of the side of error, and the precision of the survey made Adjusted distance and bearing C. d. Area of the traverse using DPD method COURSE DISTANCE (m) AZIMUTH FROM SOUTH 1-2 475.48 180° 50' 2-3 649.13 116° 06' 3-4 867.34 25° 54' 4-5 522.48 315° 20' 5-6 504.90 213° 27' 6-1 311.25 275° 39'
Subject : Surveying Please give me right solution according to the question. Convert the following into relevant bearing systems. Show your stepwise calculations. Also locate them in appropriate quadrants. a. 303⁰30′45″ b. OA –N 55⁰15′ E
Civil engineering Plz help fast
i need the answer quickly
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" $ +
NEED VERY FAST
determine the adjusted bearing lines of each surveying line and the back azimuth of FBab, FBbc, and FBda.
Q5: A: Give the definition to four of the following : 1- Surveying 2- Ranging 3- В.М 4- Leveling 5- B.S B: Find the elevation of point (B), from the Figure (3) that showing below: Fig. (3) 3.0 m |B 2° 21' 07" 1.48 m A L 98.7 m Elev. 30.5 m
In the Given Tabulation LINE BEARING LENGTH 1-2 S04°22'40"W 48.19m 2-3 S75°14'00"W 35.69 3-4 N18°58'40"W 35.43 31.79 49.40 4-5 N02°30'00"E 5-1 S80°27'40"E 1. Plot the traverse 2. Compute for the latitude and departure 3. Obtain the correction using transit rule 4. Apply the correction for the latitude and departure 5. Compute for the corrected length and bearing 6. Compute for the Area using DMD method
PLEASE ANSWER IT ASAP AND CORRECTLY FOR AN UPVOTE. THANK YOU.