Problem Given in the accompanying tabulations are observed and calculated data for the closed traverse: Course Length Azimuth from North CD 380.38 m 0°50' DE 519.30 m 296°06' EF 693.87 m 205°54' FG 417.98 m 135°20' GH 403.93 m 33°27' HC 249.00 m 95°39' For each set of traverse data, balance the latitudes and departures by the compass rule and transit rule. Also determine the linear error of closure, bearing of the side error, Determine the adjusted distance and and the precision of the measurements made. adjusted azimuth from the south of each course of the closed traverse. Tabulate all observed and calculated values into a convenient format.

Problem Given in the accompanying tabulations are observed and calculated data for the closed traverse: Course Length Azimuth from North CD 380.38 m 0°50' DE 519.30 m 296°06' EF 693.87 m 205°54' FG 417.98 m 135°20' GH 403.93 m 33°27' HC 249.00 m 95°39' For each set of traverse data, balance the latitudes and departures by the compass rule and transit rule. Also determine the linear error of closure, bearing of the side error, Determine the adjusted distance and and the precision of the measurements made. adjusted azimuth from the south of each course of the closed traverse. Tabulate all observed and calculated values into a convenient format.

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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show the detailed solution for C- I. thank you
For the given data of a close traverse, determine the missing distance of course CD and the bearing of course DE, solve the AREA using DPD. Sketch the traverse. *Inserted Photo*
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
Use compass rule. Express your answer in 4 decimal places. • Determine the adjusted angle of bearing of AB in degrees. • Determine the adjusted length of CD in meters. • Determine the adjusted length of AB in meters using transit rule.
- 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
Problem 1. Given in the tabulation below are notes for an open traverse. Determine the latitude and departure of each course and tabulate each computed values accordingly. COURSE AB BC CD DE EF FG DISTANCE 550.30 m 395.48 m 462.70 m 631.22 m 340.05 m 275.86 m BEARING N 28°10' E S 69°35' E S 27°50' E N 50°00' E S 27°05' E DUE EAST
I. TRANSIT RULE. Given in the accompanying tabulation are the observed data for a traverse obtained from a transit- tape survey. De- termine the latitudes and departures of each course and balance these quantities by employing the transit rule. Tabulate values accordingly. COURSE LENGTH AB BC CD 495.85m 850.62 855.45 AZIMUTH FROM NORTH 5°30' 46 02' 112°22' COURSE LENGTH 1,020.87m 1,117.26 660.08 DE EF FA AZIMUTH FROM NORTH 167°35' 263 44' 304°51' 2. ADJUSTMENT OF LENGTHS AND AZIMUTHS. Given the observed and calculated data in Problem No. I. Determine the adjusted length and adjusted azimuth (reckoned from north) of each course and tabulate values accordingly.
6. LATITUDES tabulations are the observed data pertaining to four diffe- rent traverses. CoOmpute and tabulate the latitudes and departures of each course. AND DEPARTURERS. Given in the accompanying AZIMUTH FROM SOUTH LINE LENGTH BEARING LINE DISTANCE NO0° 42'E S85 57'E so3* 04'w S52 51'w 242 30' 353 15' 99 45' 154 00 AB 732.72m JK 430.05 m BC 324.78 KL 425.18 CD 477.24 LM 357.20 DA 388.08 MJ 183.18 AZIMUTH COURSE LENGTH COURSE LENGTH BEARING FROM NORTH 228 20' 267 43' 352 01' 82 12' 131 48' N59 33'E S39 18'E so6*35'w NI7:48'w N70°59'w 1-2 161.46 m 1-2 427.00 m 301.95 180.49 2-3 3-4 2-3 171.83 3-4 445.66 4-5 229.70 326.73 434.50 4-5 5-1 130.55 5-1 7. ERROR OF CLOSURE. Given the following tabulated data for vevs
Given in the accompanying tabulation are the observed data for an open traverse which was made between stations A and E. Determine the shortest distance between the two stations and the direction of line AE or EA. Assume that the observed data are correct and without error. a) The computed length of course EA. b) The identified bearing and azimuth of course EA.
answer Adj. departure of DA only