Q.2. A five-sided closed field traverse has the following angles: A= (101°03'39");B=(101°42'09"); C=(102°22'23"); D=(115°57'40"); E=(118°55'49"). The lengths of thesides are as follows: AB = 51.766m; BC=26.947m; CD=37.070m; DE =35.292m;EA = 19.192m. The Azimuth of AB is (75°05'30"). BC is in the S. E. quadrant. Figure is notscaled.B26.947 m101° 42' 09"51.766 m102° 22' 23"101° 03' 39"A19.192 m118° 55' 49"E115° 57' 40"35.292 ma)Compute the bearing of CD and azimuth of DE.b)Determine the linear error of closure (E) and the precision ratio.c)Determine the balanced latitude of BC, the balanced latitude of CD and thebalanced departure of DE using the compass rule.37.070 m

Given:- AE=19.192m ED=35.292m DC=37.070m BC=26.947m AB=51.766m To find:- a)bearing of CD and azimuth…

Q.2. A five-sided closed field traverse has the following angles: A=(101°03'39"); B=(101°42'09"); C=(102°22'23"); D=(115°57'40"); E=(118°55'49"). The lengths of the sides are as follows: AB = 51.766m; BC=26.947m; CD=37.070m; DE=35.292m; EA = 19.192m. The Azimuth of AB is (75°05'30"). BC is in the S. E. quadrant. Figure is not scaled.

Q.2. A five-sided closed field traverse has the following angles: A=(101°03'39"); B=(101°42'09"); C=(102°22'23"); D=(115°57'40"); E=(118°55'49"). The lengths of the sides are as follows: AB = 51.766m; BC=26.947m; CD=37.070m; DE=35.292m; EA = 19.192m. The Azimuth of AB is (75°05'30"). BC is in the S. E. quadrant. Figure is not scaled.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: The observed lengths of the sides (in feet) of a five- sided closed polygon traverse are as follows:…

A: The lengths and bearings of a five sided closed traverse are given asCourseLength…

Q: the traverse? What is the the total error in the Latitudes? (OR what is the total when you add up…

Q: 6. A closed traverse with 5 corners has field measured interior angles at each corner as follows,…

Q: A four-sided closed field traverse has the following angles: A = 81°53'30"; B = 70°28'30"; C =…

A: Four-sided closed field traverse has the following angles:A = 81°53′30″;B = 70°28′30″;C =…

Q: Consider a five-sided closed polygon traverse. The azimuth of side AB is fixed at 218°59'30". A=…

A: Interior angle

Q: Consider a five-sided closed polygon traverse. The azimuth of side AB is fixed at 218°59′30".…

A: Interior angle

Q: It is required to lay out a distance of 687.78m with a 50m tape that is 0.030 m too long. Compute…

A: Given data: length reported to be measured, =687.78 mNominal length of tape = 50 mActual length…

Q: An open traverse PQRST is surveyed using a theodolite and the consecutive coordinates obtained are…

A: Given data- An open traverse PQRST given, Northing, Southing, Easting & Westing values are given…

Q: Compute the preliminary azimuths. The data in the table below is for a closed-polygon traverse. (m)…

Q: Find the elevation of point B. Prism 4.68 B L = 226.37' 51.71 Instrument 5.65' BM 1 elevation =…

A: The answers are, Elevation of point B is 842.138 feet Horizantal distance between benchmark and B is…

Q: A closed five-sided field traverse has the following interior angles: A = 121°13′00″; B =…

A: To determine the missing interior angle of a five-sided closed traverse. Given, Interior angles,…

Q: The observed lengths of the sides (in feet) of a five-sided closed polygon traverse are as follows:…

A: The lengths and bearings of a five sided closed traverse are given asCourseLength…

Q: Per ACI 318, what is the minimum slab thickness of an edge bay slab (one end continuous) that spans…

A: As per ACI 318, what is the minimum slab thickness of an edge bay slab (one end continuous) that…

Q: Consider a five-sided closed polygon traverse. The azimuth of side AB is fixed at 218°59′30". A =…

A: Interior angle

Q: In the open traverse shown below, the azimuth (from South) of AB is 310°28'. ZABC = 108°12', ZBCD =…

A: The azimuth (from south) of AB is 310028'FindBearing of BC, CD, DE, EF

Q: Q2. Adjust the lengths and azimuths of the traverse using the Bowditch method, given the information…

A: To adjust:Lengths and azimuth of the traverse using the Bowditch method

Q: A :51°23' AB 713.93 ft N 67°11' E В 105°39' ВС 606.06 ft A C = 78°11' CD 391.27 ft %D D = 124°47' DA…

A: Bearing is defined as the angel used in surveying for the instrument or the object. Surveying is a…

Concept explainers

Unit Conversion

Standard units are also called SI units. SI units are used for measuring a physical quantity satisfying certain conditions. There are two types of units: fundamental units and derived units. Fundamental units are physical quantities that are independent, that is, they do not depend on other quantities like mass, length, or time. There are plenty of quantities in our lives which need to be measured and compared. Measuring is the comparison of a particular physical quantity with its reference value. A unit is a measure of a fixed physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with.

Question

Q.2. A five-sided closed field traverse has the following angles: A= (101°03'39");
B=(101°42'09"); C=(102°22'23"); D=(115°57'40"); E=(118°55'49"). The lengths of the
sides are as follows: AB = 51.766m; BC=26.947m; CD=37.070m; DE =35.292m;
EA = 19.192m. The Azimuth of AB is (75°05'30"). BC is in the S. E. quadrant. Figure is not
scaled.
B
26.947 m
101° 42' 09"
51.766 m
102° 22' 23"
101° 03' 39"
A
19.192 m
118° 55' 49"
E
115° 57' 40"
35.292 m
a)
Compute the bearing of CD and azimuth of DE.
b)
Determine the linear error of closure (E) and the precision ratio.
c)
Determine the balanced latitude of BC, the balanced latitude of CD and the
balanced departure of DE using the compass rule.
37.070 m

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1 Solution:-

Step 2 Solution:-

Step 3 Solution:-

Step 4 Solution:-

Step 5 Answer:-

Trending now

This is a popular solution!

Step by step

Solved in 5 steps with 6 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

11. Determine the unknown bearings for the traverse courses shown in Figure A. 89°38' 0 96 11' N83 39'E 52°42', P
A closed five-sided field traverse has the following interior angles: A = 110° 27’; B =130° 52’ ; C = 88° 17’ ; D = 97° 33’ . Find the interior angle at E and compute the bearings and azimuths of all the sides if the bearing of line AB is N 52° 10’ E.?
i need the answer quickly
5) [Book problem 7.17] Course AB of a five-sided traverse runs due north. From the given balanced interior angles to the right (A - E as shown below), compute and tabulate the bearings and azimuths from north for each side of the traverse. A = 156°23'53", B = 53°36'08", C = 83°15'58", D = 153°52'00", and E = 92°52'01" (Hints: you are asked to compute the azimuths and bearings of a 5-sided polygon traverse, whose first course, AB, runs due north, and whose balanced interior angles to the right are given. Use the tabular method demonstrated in class.)
Consider a five-sided closed polygon traverse. The azimuth of side AB is fixed at 218°59′30″. A = 132°47'06", B = 108°46'18", C = 107°19′37", D = 81°50′36", E = 109°16′18″. (Note: line BC bears SE.) The lengths of the sides (in feet) are as follows: AB = 202.74, BC = 283.87, CD = 498.37, DE = 320.33, and EA = 380.78. The coordinates of station A are X = 20, 000.00 ft and Y = 15,000.00 ft. Part A Compute the area enclosed by the traverse above using DMDs. Express your answer to two significant figures and include appropriate units. Note: Traverse does not need to be adjusted to determine the correct answer.
6.16 See Figure 6.24. The five-sided, closed traverse has the following angles and for 15 distances: B umise los A = 38°30' B = 100°38' C = 149°50 Basigns no 11100D = 85°59' AB= 371.006 m BC = 110.222 m CD = 139.872 m DE 103.119 m E = 165°03' EA = 319.860 m +2- 725121 Moto C D unde Side AB has an azimuth of 306°31'. (a) Perform a check for angular closure. (b) Compute both bearings and azimuths for all sides. (c) Compute the latitudes and departures. 201 Az. = 306°31' E FIGURE 6.24 Sketch for Problem 6.16. A