Given the following tabulated data for a closed traverse, determine the lengths of BC and DE.COURSEABBCCDDEEALENGTH(m)541.55S85°58′EUnknown S03°05'W902.13UnknownBEARING650.25S52°50'WN12°42'W+N-S38.09(Unknown)N40°15'E 496.29545.01(Unknown)+E540.21-W(Unknown)420.14718.89(Unknown)

Given the following tabulated data for a closed traverse, determine the lengths of BC and DE COURSE AB BC CD DE EA LENGTH (m) 541.55 Unknown 902.13 BEARING +N S85°58'E S03°05'W S52°50'W Unknown N12°42'W 38.09 (Unknown) 650.25 N40°15'E 496.29 545.01 (Unknown) +E 540.21 -W (Unknown) 420.14 718.89 (Unknown)

Given the following tabulated data for a closed traverse, determine the lengths of BC and DE COURSE AB BC CD DE EA LENGTH (m) 541.55 Unknown 902.13 BEARING +N S85°58'E S03°05'W S52°50'W Unknown N12°42'W 38.09 (Unknown) 650.25 N40°15'E 496.29 545.01 (Unknown) +E 540.21 -W (Unknown) 420.14 718.89 (Unknown)

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

to find out the included angles in a closed survey PQRSTP, the following observations were made with the compass. calculate the included angles after correcting the local attractions line fore bearing(FB) back bearing(BB) PQ N 620 45/E S 62015/W QR N 210 00/W S 200 45/E RS N 710 30/W S 710 30/E ST S 390 00/W N 380 00/E TP S 540 30/E N 530 15/E
Given the following traverse notes taken by a survey party, 1. Find the adjusted latitude for side DA using Transit rule a. - 184.08 m b. - 164.08 m c. - 144.08 m d. - 154.08 m 2. Find the adjustment for departure of side DA using Transit rule * a. -1.765 m b. -3.156 m c. -2.112 m d. -2.576 m 3. Find the adjusted distance for side DA using Transit rule * a. 271.84 m b. 278.84 m c. 279.6 m d. 288.84 m
Adjust the traverse given the following data below. If the coordinates in meters of point A are 6521.951 E and 7037.072 N, determine the coordinates of all other points. Find the length and bearing of line AC.
A closed traversed has the following data. LINE DISTANCE BEARING AB 185.33 N 43 E BC 258.28 S 67 E CD ? S 38 W DE ? S 81 W EA 150.87 N 27 W The summation of the latitude and departure of the traverse are -26 and 55, respectively. Using COMPASS RULE, determine the follwowing:(Round off into four decimal places)WHAT IS THE LENGTH OF THE LINE CD?
Surveying In order to locate the position (P) of a sounding boat, the angles APB & BPC subtended at P by three points A, B and C on the shore were measured with a sextant and found to be 28º 42’ 40” and 30º 28’ 20” respectively, the point B & P being on opposite of AC. The length of AB & BC scaled from a map were 662 m and 4662 m respectively, and the angle ABC was 60º 50’ 40”. Carry out all the necessary calculations to compute the distances PA, PB and PC.
Elementary Surveying: Measurement of Horizontal Distances, show proper and right solution. 1. A line AC cannot be measured directly because of an obstruction on theline. Accordingly, the two lines AB and BC were measured as 2,357.90mand 1,846.00m, respectively. Point B was set at a perpendicular distanceof 225m from point D on line AC. Using the approximate slope correctionformula for steep slopes, determine the length of line AC. Illustrate.
Given the closed traverse data. Lines Bearing Distance AB N20o E 20.35 BC N68oE 18.75 CD S22oE 21.30 DE S40oW 13.35 EF S62oW 9.23 FA Compute the following. Compute the bearing and distance of line FA Compute the area of the given traverse
The length and bearing of each course of a closed traverse are as follows; line AB, 700m, N 56° 51’ W; line BC, 960m, due East; line CA, 540m, S 44° 40’ W. Determine the adjusted length and bearing of line BC using Compass rule.
Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings, (b) unadjusted departures and latitudes, (c) linear misclosure, (d) relative precision. (Note: Line BC bears NE.) (e) if one side and/or angle is responsible for most of the error of closure, which is it likely to be? (f) Adjust the traverse using the compass rule. If the coordinates in meters of point A are 6521.951 E and 7037.072 N, determine the coordinates of all other points. (g) Find the length and bearing of line AE.
Work out the following problems regarding points andstations along a profile-level route.A. A turning point along with a profile level route measures126.44m beyond station 8 + 24.50. Determine the stationing ofthis turning point.B. For the illustrated problem given above, determine thestationing of the turning point if it is instead located 83.45mbefore the given reference station.C. Determine the distance between station 33 + 45.02 and station 26 + 62.75.
c)Table 1 shows a closed traverse data by student from UiTM Perlis, find out the interior and exterior angle for each station. Table 1 Station Bearing Distance (m)1-2 45o 55' 20” 27.4682-3 125o 01' 00” 38.2253-4 248o 05' 30” 47.2724-1 340o 13' 45” 21.612
The slope lengths of the surveyed line that was measured in 2 sections are 48.23 m with zenith angle 8 32 and 34.26 m with 2 26 zenith angleFind the horizontal length of the survey line..