Answered: LINE LENGTH (m) BEARING АВ 33.48 N…

LINE LENGTH (m) BEARING АВ 33.48 N 73°23' E ВС 8.11 S 39°30' E CD 39.42 S 43°40' W DE 7.08 N 39°50' W EA 22.02 N 17°33' W

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: iven below is the tabulation of the observed data for a survey. a)Determine the latitude and…

A: Given:- The observed data for the survey is given:- Course Distance (m) Azimuth from South AB…

Q: Write F if true and T if false. 3. Geophysical Surveys can help identify resources without the need…

A: Asked: To check if the given statement is true of false. Given statement: Geophysical Surveys can…

Q: A surveying instructor sent all the 40 students in his class out to measure a distance between two…

A: Most probable value - MPV = x1 + x2 + x3 + .........xnn⇒MPV = 922.11 + 921.24 + 921.86 + 920.99 +…

Q: B) Prove mathematically that (1 grad = 0.9 deg) ) What is the function of a plumb bob in measuring…

A: As per guidelines we need to answer only first question so please repost rest questions separately.

Q: Situation 2] A surveyor was tasked to cut off a required area by a line through a given point. In…

Q: Surveying subject : a. Explain the principles of surveying? Support your answer with sketches. b.…

A: A. Principles of surveying: The following are the 2 principles of surveying: 1. Working from whole…

Q: Contour (m) Area enclosed (m²) 250.0 1874 251.5 6355 253.0 11 070 254.5 14 152 256.0 19310 257.5 22…

A: Interpolation is possible here... Applying interpolation and calculated area as below

Q: Given in the accompanying tabulation are the observed data for a traverse obtained from a transit…

A: To Determine Linear error of closure and To balance the traverse using Compass Rule.

Q: A Geodetic Engineer surveyed a lot and observed the following coordinates of points. POINT A. N =…

Q: PROBLEM: A surveyor sets up a transit at point P which is located in the middle portion of a…

A: Given data shows the closed traverse of a four sided part of a land. It is asked to find the area of…

Q: 1. Using a table, cite and differentiate at least three (3) advantages and disadvantages of using…

A: The volume of the cross-section method takes the area of all shapes together to find the total…

Q: Given the following data of a closed traverse. 田 TRIAL NUMBER DISTANCE (m) BEARING N 17°35' E S…

A: Distance of side and angle of sides of closed traverse are given in the tabulated form and it has…

Q: From the given tract of land having the following data, compute the following: ΡΟINT NORTHING…

A: We have to calculate area of the given tract of land using the given three methods.

Q: Determine the actual length of line OP?

Q: GIven the traverse below, complete the table below and determine the area of the traverse by DMD…

A: Given,To determine,the area of the traverse by DMD method.

Q: ELABORATE From the results of a hydrographic survey of a lake the following data were obtained. Aa =…

A: Given data : Area encolsed by contour :Aa=1240.71 m2Ab=752.79 m2Ac=397.77 m2Ad=178.44 m2Ae=48.33…

Q: 1. Given in the accompanying tabulation are the observed data for a traverse obtained from a…

A: Convert the given quadrantal bearing to a whole circle bearing:LineDistance,…

Q: A surveyor aims to determine the horizontal distances between 4 points P, Q, Y and Z along the…

A: horizontal distance of a sloped line = l cosθ where θ is the slope from horizontal line.

Q: Points 1 3. 4 A 113.7 113.2 113.5 112.15 112.3 112.7 B 112.2 110.6 109.3 109.9 110.7 112.8 C 112.7…

Q: The distribution of 12 spot heights with a regular 15m spacing covering a square area which is to be…

A: Given - The distribution of 12 spot heights with a regular 15m spacing covering a square area…

Q: (c) SURVEY- PROBLEM, A surveyor measured the distance between two points marked on a plan drawn to a…

A: Given data- Scale 1 cm=1 m, Measured distance=50 m, Wrong scale 1 cm=0.5 m, Measured area = 60 m2,…

Q: Using 10-m scales, interpolate contours analytically and plot the contours following the 5-m contour…

A: Contour Diagram A contour diagram is the plan drawing of an area which indicates the levels of area.…

Q: From the field notes of a closed traverse shown below, Lines AB BC CD DA Bearing N 53 27' 0"E S 66…

A: Given: Lines Bearing Distance (m) AB N 53o27'0''E 59.82 BC S 66o54'0''E 70.38 CD S…

Q: For all the computed values with decimals, use four (4) digits after the decimal. Given in the…

Q: Instruction: Solution must be readable. (Fundamentals of Surveying) 1. The parcel of land as shown…

Q: vorking in groups of four came up with 10 different measurements as follows: 920.45, 921.05, 921.65,…

A: Formula used- Em=Es/nand Es=±0.6745∑V2/(n-1)where Es= probable error in single…

Q: A parcel of land has been surveyed in the field and the lengths and bearings of the various sides…

A: The values given in the question are as follows:LinesBearingDistance(m)ABN 53o 27' E59.82BCS 66o 54'…

Q: QUESTION 11 A cutting is to be formed on a section of a proposed road. Calculate the volume of cut…

A: To find volume of cut using end area method and prismoidal formula

Q: 2. Given in the accompanying tabulation are the adjusted latitudes and departures for a property…

A: Surveying : The technique, profession, art, and science of identifying the terrestrial…

Q: From the field notes of a closed traverse shown below, Lines Bearing Distances AB N 53°27' 0"E BC S…

Q: As shown in the figure below, point A and point B are both sides of the river, but the point B…

A: Let the point C is observed opposite to point C. Draw the figure,

Q: panying tabulation are the Eures for a property survey. and adjusted bearing of each computed values…

Q: Line MN, 25Em long, was paced five times by the surveyor and recorded as follows: Trial No. Distance…

Q: Problem 2: Line of levels to establish the elevation of a point are run over four different routes.…

A: Data given Find: (a) Most Probable value (b) Standard deviation (c) Standard error of mean (d)…

Q: Below is a transit and tape survey notes of a lot, compute the following: a. Balance the latitudes…

A: Survey lines are measured from their ends along with meridian distances. In a closed traverse, the…

Q: 1. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 39.36 S 09°18' E 2-3…

Q: A computational method used to calculate the enclosed area in a loop traverse when the coordinates…

A: A computational method used to calculate the enclosed area in a loop traverse when the coordinates…

Q: A rectangular lot was measured using a 50-m tape which was found to be 0.010 m too short. If the…

Question

Given in the accompanying tabulation is the observed data for a traverse obtained from a transit-tape survey.

a. Plot clearly and in detail the given traverse.

b. Determine the latitudes and departures of each course and balance these quantities by employing the compass rule and tabulate the values accordingly.

c. Compute for the area in hectares using the DPD method.

For all the computed values with decimals, use four (4) digits after the decimal.

LINE
LENGTH (m)
BEARING
AB
33.48
N 73°23' E
ВС
8.11
S 39°30' E
CD
39.42
S 43°40' W
DE
7.08
N 39°50' W
EA
22.02
N 17°33' W

Determining the relative position of points on the Earth's surface and measuring the angle and distance between them in order to calculate the required parameters such as elevation and enclosed area.

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Step by step

Solved in 5 steps with 4 images

SEE SOLUTION Check out a sample Q&A here

Similar questions

Chain was tested before starting a survey and was found to be exactly 30m. After measuring the area it was tested again and was found to be 0.20m. Area of the plan of the field was found to be 50.5 sq.cm. Which was plotted to a scale of 1 cm = 10 m. Find the true area?
a. Based from the figure provided, complete the data below: b. Use transit rule in adjusting the given closed traverse. c. Compute for the linear error of closure and relative precision of measurement. d. Compute for the area in hectare of the given traverse using the DPD method. Note: 1 ha = 107,639.10 ft
Create a contour map using a 20m interval.
The base and altitude of a triangle were measured with certain estimated probable errors as follows: b= 229.35 ± 0.18m and h=199.05 ± 0.15m , the true area of the lot probably
topic: Hydrographic surveying include the ff: a) problem with diagram b) complete tabulation of answers c)computations/solution d) final diagram with unknown variables Determine: The volume of reservoir using prismoidal and end area method. *3 dec places*
The following data is given. DETERMINE SPOT HEIGHTS FROM CONTOURS i. Higher contour is 100.830 ii. Lower contour is 100.580 iii. Distance from higher contour to grid is 24 mm iv. Distance between contours is 34 mm
Q1. for the below data: Y X Y Y X Y 1576.86 9 247.26 905.7 19 1004.66 8 199.9 4 62.06 1108.78 2 24.1 4 62.06 6 120.66 120.66 5 88.78 17 811.9 3 40.5 62.06 19 1004.66 9 247.26 3 40.5 1004.66 4 62.06 13 488.3 4 62.06 1108.78 3 40.5 20 1108.78 3 40.5 199.9 2 24.1 10 299.78 19 1004.66 488.3 6 120.66 7 157.7 11 357.46 639.78 8 199.9 17 811.9 8 199.9 1004.66 2 24.1 13 488.3 9 247.26 299.78 20 1108.78 10 299.78 12 420.3 723.26 14 561.46 7 157.7 17 811.9 16 723.26 20 1108.78 17 811.9 10 299.78 7 157.7 4 62.06 4 62.06 18 905.7 2 24.1 1 12.86 2 24.1 3 40.5 14 561.46 3 40.5 . Find linear relation between Discharge (Y cumec) and Stage (x m) ONLY calculation table needed ASAP x 00 X 24 X 18 20 6 4 19 20 8 13 15 19 10 16
Help pleaseee, Fundamentals of Surveying how many significant figures are present in the following? type answer in numerical form: example 1,2,3 32.25 = 0.24 = 3.6 = 0.0024 = 0.000005 = 12.3 = 100 = 12345 = 0.001 = 155.28 =
Use 4 decimal places.
P Give suitable examples as you discuss how errors in surveying activities are classified. The three angles of a triangle were measured using a triangulation scheme, and their mean values were reported as 50° 48′ 18′′, 64° 2036", and 64° 5100".Each of these means has a standard deviation of 4 according to analysis of each set.The angles were measured again at a later time under better lighting, resulting in mean values of 64° 20′ 39", 64° 50' 58", and 50° 48' 20" prime prime Each value's standard deviation was 2 n. Determine the most probable values of the angles
SURVEYING
Create a contour map using a 20m interval.