Your answerCompute the error in the area. 5poYour answerВackNextClearNever submit passwords through Google Forms.This form was created inside of Phinma EducatiReport Abuse Having a right triangle lot with 2 legsmeasuring 125 m on first leg, and 110m on second leg. It is known that the50 m tape use was 0.025 too short.Determine the corrected5 pointslength of the first leg.Your answerDetermine the corrected5 pointslength of the second leg. *Your answerDetermine the length of the5 pointsthird side. *Your answer

Answered: Image /qna-images/answer/6ebe1afb-a99d-4daa-97ec-50caa599ace4.jpg

Answered: wer Compute the error in the area. 5

Engineering

Civil Engineering

wer Compute the error in the area. 5

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: Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by…

Q: 1. Find the distance CD in meters. a. 81.20 m b. 34.67 m c. 77.46 m d. 59.01 m 2. Find the distance…

Q: 30 4 7OKN 45° 100 KN OKN ラFy=? ラFメ =? %3D RF = ? ひ=?

Q: X is a point having an elevation of 756.32 m above the datum. Point Y and Z are of unknown…

A: Given:

Q: SITUATION 1- Hissing Data Given: Traverse with omitted measurements. (a) Calculate the distance of…

A: A closed traverse is given in tabulated form and it has been asked to determine missing data. Please…

Q: Line to be established A В

Q: Compute the missing data in the table shown if the Pace factor of a surveyor is 0.796. Determine…

Q: BS 5.36 FS 1.62 BS 8.11 FS 1.54 BS 7.32 FS 0.86 BM2 TP: TP, BM, Elevation 83.23

A: Given data in question FS BS R.L of B.M1 To find out Plot the data

Q: olite.pdf Q | 山 2 17. In Question 16, assuming that the error is the same for each angle, the sum of…

A: Q16 is not given so I can't solve Q17 Below I am solving Q18

Q: Give me right solution according to the question.

Q: Q1) In the closed traverse ABCDEA, both the tying up triangles and the side lengths of the polygon…

A: First find out the latitude & departure of the given lines. Latitude say L = lcosθ &…

Q: The following interior angles of a five-sided figure were measure with the same precision. ANGLE…

A: The given data is shown below:

Q: The transit is set up at A and a stadia vas places at a distance of 184. 20m from A. The stadia…

Q: Question: 1.What is the adjusted bearing angle of Line DE, CD, EF, FG 2.What is the total length…

A: Solution line Length Bearing Difference Forward Backward Forward Backward in bearing reading…

Q: A surveying transcript of a closed traverse is defined by the vertices ABCDEFGHIJKL. Engr. Pot is…

A: Given data:- the departure of line CD = -124.25 the departure of line DE = 301.965 DMD of DE = 2 x…

Q: 3. A transit with stadia interval factor of 100.8 was set up at point C on the line between points A…

A: Here distance has to calculate between A and B

Q: Which of the following indicates the correct value of precise closing error if e = 0.54 and lengths…

A: Given data Clossing error (e) = 0.54 Length of slides = 92.69m, 119.23m, 92.64m, 42.96m, and…

Q: Which of the following would produce the greatest error when taping a distance of 100' with a steel…

A: Errors when taping a distance of 100 ft with a steel tape - a) When the tape is pulled with too…

Q: LINES AB BC CD DE EF FA DISTANCE 88 42 ? 78 65 89 BEARING S 18° 25' E S 29° 27' W S 72° 29' E N…

A: Assume distance of line CD be "x" and bearing of EF be "a". To determine the values of x and a.

Q: Given in the tabulation are the observed angles of a chain of triangles as shown in the accompanying…

A: The given data is shown below:

Q: CCURSE DISTANCE (m) 496 REARING COURSE DISTANCE (T) 1021 1118 661 REARTNG S 12°25' E S 83°44' x N…

A: COURSE DISTANCE (m) BEARING AB 496 N05°30'E BC 851 N46°02'E CD 856 S67°38'E DE 1021 S12°25'E…

Q: Find the bearing of Line DE.

Q: Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by…

Q: a. Measured length in m. (In 5 decimal places) b. Correction to be applied in the deduced length in…

A: lo = 170.38m Lo = 50m

Q: Define Normalized CPT Parameters

A: Cone penetration testing (CPT) is used to identify the soil type. In this test a cone penetrometer…

Q: Given in the tabulation are the observed angles of a chain of triangles as shown in the accompanying…

A: Given :

Q: N46*03'E 845.85 m S67 24'E 852.18m N 55 27'W; 661.26 m Unknown Bearing 1210.50 m LATITUDE DEPARTURE…

Q: Engineering survey شمدنسحب

A: Simpson rule is used to calculate a.) Distance b.) Volume c.) Volume

Q: While measuring a survey line using a tape between two stations A and B intervened by a hill a.…

A: Option A is correct Chaining free but vision gets obstructed .

Q: Eち 30 30 /30 30 E0-300,86=2007Ec=400

A: Given values: εa=300εb=200εc=400 Taking components along X-axis and Y-axis-…

Q: with the given table below, find the following: - Linear Error of Closure - Relative Error of…

Q: 1. The angle in a pentagon were as follows: Station A B C D E Angle 120° 77° 63° 134° 145° No. of…

Q: Q.3 A level circuit is shown in figure. The survey, needed for local engineering commenced at BM 35,…

A: Given: BM 35 35 36 37 38 39 35 Elevation(m) 119.010(fixed) 123.342 118.206 118.451 120.491…

Q: A traverse has the following data: LINE AB BC CD DE EA LENGTH 33.48 8.11 39.42 7.08 22.02 Use…

A: We have to compute for the linear error of closure and relative error of closure

Q: 1. The distance from points A to point B was recorded as 576.35 m and the reverse distance was…

Q: the linear misclosure the final coordinates of stations

Q: a. 81.20 m b. 34.67 m c. 77.46 m d. 59.01 m 2. Find the distance DA in meters. a. 61.89 m b. 49.16 m…

Q: Q.3 A level circuit is shown in figure. The survey, needed for local engineering project, commenced…

A: Given Data: At BM 35 the fixed elevation is 185.00 m At BM 35 the measured elevation is 184.933 m…

Q: What is the whole circle bearing of line OC? D 30 60° 55° C 45° O a. S 55 deg W O b. 55 deg O c. 235…

A: In the whole circle bearing, the magnetic North line is considered as the reference line. In the…

Q: Observed Bearings Computed Sta Internal Angle Adjusted Values Corr Interior Forward Back Angle…

Q: From the ff data of measuring over level ground, determine the: a) b) c) Length of 1ine BA Mean…

Q: If the four angles of a triangle each have a standard error of ±2" what is the total error in the…

A: Given data: The four angles of a triangle each have a standard error of ±2'' n=4e=±2 Total error,…

Q: What is the fiction angle of slice 3 in the figure bleow ? a. 25o b. 26o c. 27o

A: Given data:

Q: following values were determined in a tape measurements of a line: 9 40+920.38+920.48+920.40+920.46…

A: Given Observations920.58,920.40,920.38,920.48,920.40,920.46

Q: Q.2) A page of a level book with some missing readings is reproduces below. Fill in the missing…

A: Station BS IS FS Rise Fall RL Remarks 1 3.650 108.260 2 0.9 2.750 111.01 3…

Q: Latitude Departure Linear error of closure

A: As per our company guidelines we are supposed to answer only first 3️⃣ sub-parts. Kindly repost…

Q: d- in a surveying work the elevation of first point was 95m , the values of F.S and B.S readings are…

A: Elevation of second point = 95.35 m

Question

Your answer
Compute the error in the area. 5po
Your answer
Вack
Next
Clear
Never submit passwords through Google Forms.
This form was created inside of Phinma Educati
Report Abuse

Having a right triangle lot with 2 legs
measuring 125 m on first leg, and 110
m on second leg. It is known that the
50 m tape use was 0.025 too short.
Determine the corrected
5 points
length of the first leg.
Your answer
Determine the corrected
5 points
length of the second leg. *
Your answer
Determine the length of the
5 points
third side. *
Your answer

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 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

30 Y 5OKN 3. 4 40° 7OKN 450 l00 KN z Fy=? ī Fx = ? %3D RF = ? %3D 20
UPVOTE WILL BE GIVEN! Write the solutions legibly. Answer in 2 decimal places. FUNDAMENTALS OF SURVEYING What is the bearing of EA?
Given the following information from a profiled line: STA 6+75 elevation = 142.01 STA 14+75 elevation = 206.16 Compute the slope distance (L) between these two stations round answer to 2nd decimal place example answer 1215.20 don't enter units L H
Find the value of x,y and z. Thankyou :) Will upvote
Trial Line Length (m) Difference Mean Relative Precision 1 АВ 258.50 2 ВА 258.85
Which of the following indicates the correct value of precise closing error if e = 0.54 and lengths of sides are 92.69 m, 119.23 m, 92.64 m, 42.96 m, and 60.96 m? O a. 1/766.445 O b. 1/746.445 O c. 1/756.445 O d. 1/765.445
Azimuth Azimuth Fraction) Length Degrees Minutes Seconds Line 10047 86.99 100 28 AB 44 186.18 186 10 BC 259 89 0.00 CD 100.11 125.32 115 12 44 115.21 DE 323 10 323.17 EA 284.548 SUM 856.858 7. Determine the FGCC dassification of the angle measurements in the problem shown here. Interior Angles Degrees Minutes Seconds 80 28 86 10 44 100 01 215 12 4. 58 3. 18 SUM 69
UPVOTE WILL BE GIVEN. Please write the complete solutions and box the final answer. Use 4 decimal places. Fundamentals of Surveying With the transit at point A and the line of sight horizontal, the stadia intercept at B was found to be 1.94m. If the stadia constant is 0.3 and AB= 194 2m, find the stadia interval factor?
In the tabulation of data shown:Take X = 621.22What is the Bearing off Side of Error?
I will rate immediatley thank you.
The numerical value of departure equals the difference between the X coordinates of A and B, i.e. the increment AxAB, while the numerical value of latitude equals the difference between the Y coordinates of A and B, i.e. the increment AYAB- grid azimuth The horizontal distance DAB and the AAB can be computed. Ar - Xg - XxA Ay AB = Ys - YA D - Jar, + Ay Ay Ar AB AB = arctan AB AB
Determine area using DPD Method.