Given the tabulated data from a transit-tape survey: LINE LENGTH Bearing S6 deg 35 mins W N 17 deg 48 mins w N 70 deg 59 mins W N 59 deg 33 mins E S 39 deg 18 mins E 1-2 445.66 m 2-3 326.73 m 3-4 434.50 m 4-5 427.00 m 5-1 301.95 m Determine the following: 1. Linear Error of Closure, the bearing of the side of error, and Relative precision 2. Adjust the traverse using the transit rule. 3. Calculate the area using DMD, DPD, and triangle methods Tabulate your answers.

Given the tabulated data from a transit-tape survey: LINE LENGTH Bearing S6 deg 35 mins W N 17 deg 48 mins w N 70 deg 59 mins W N 59 deg 33 mins E S 39 deg 18 mins E 1-2 445.66 m 2-3 326.73 m 3-4 434.50 m 4-5 427.00 m 5-1 301.95 m Determine the following: 1. Linear Error of Closure, the bearing of the side of error, and Relative precision 2. Adjust the traverse using the transit rule. 3. Calculate the area using DMD, DPD, and triangle methods Tabulate your answers.

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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In the tabulation of data shown:Take X = 621.22What is the Correction Departure of Line 1-2 using Transit Rule?
Situation 4] Three routes were utilized in a route survey conducted by a taping party. By route 1, elevation of B is 47.621 m higher than elevation of A and elevation of C is 72.085 m higher than B. By route 2, elevation of C is 119.098 m higher than elevation of A, and by route 3, elevation of C is 119.243 m higher than elevation of A. Routes 1, 2, and 3 have lengths of 7 km, 5 km, and 13 km, respectively. If the Elevation of A is equal to 1,925.097 m above MSL, determine the following: Weighted difference in elevation between A and C. Elevation of point C. Corrected elevation of B. i. ii. iii.
In the value of data shown: Take X = 621.22 What is the Adjusted Bearing of Line 5-6 using Transit Rule?
A parcel of land has been surveyed in the field and the lengths and bearings of the various sides are shown. Compute for the error in departure. +0.03870 -0.03780 +0.03780 -0.03870 LINES AB BC CD DA BEARING N 53°27' E S 66°54' E S 29°08' W N 52°00' W DISTANCES 59.82 m 70.38 m 76.62 m 95.75 m
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A and B are two points located on each bank of a river and near abutments of a proposed bridge. To determine its distance, a baseline CD 180m long was established on one bank of the river and the transit was set up at stations C and D and the azimuth were taken as follows: Line Azimuth C-D 210°00'; C-A 260°00'; C-B 290°00'; D-A 301 °00'; D-B 315°00' a. Find the distance AD. b. Find the distance BD. c. Find the distance AB.
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What will be the value of DMD for B if DMD for A is -22.87, departures for A and B will be -22.87, +89.24 respectively? O a. 22.8 O b. 43.5 O c. -43.5 O d. -22.8