How to solve for the Taped Distance and Percentage of Error? Show your step-by-step solution.

Q: 8. A given distance was measured in four trials and came up with this values: (52.15+y)m, 51.8m,…

A: The most probable value is the arithmetic mean or an average value of a large number of trials or…

Q: Below are the measured interior angles of a five-sided figure. Solution in this format: Given:…

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Q: A distance AB is observed repeatedly using the same equipment and procedure, and the results in…

A: computation of most probable value in 4 and 5 part  since most probable length is that length of…

Q: How can we calculate geometric standard deviation?

A: Brief Concept- Geometric standard deviation- It is used in probability and statistics. It tells…

Q: The moment of inertia of the profile shown below, in relation to the x axis, is valid:

A: Solution- First we have to calculate centroid axis in horizontal direction. Moment of individual…

Q: Station A B C Angles 41° 73° 67° No. of Measurement 4 6 2 A. Compute the most probable value of…

A: Weight is inversely proportional to number of observation

Q: Distance BD = 12.8 m Distance ED = 7 m Know that the line CB is parallel to the line ED. The width…

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Q: 10. In similitude, Fapplication=Fmodel*3.44 a) True b) False

A: Answer: a Explanation: A model test was normally conducted to determine this particular relation.…

Q: A and B are two points located on a sloped ground (see the figure below). The coordinates of A and B…

A: KINDLY NOTE, as per our guidelines we are supposed to solve the first three questions in a multipart…

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

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Q: 1. Back sight reading is .... 2. If we need to draw a circular city have a radius (23) km on paper…

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Q: Difference of Random errors and Systematic errors.

A: Error is the difference in actual value and observed value.

Q: Now find the exact location of the centroid.

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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.

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Q: Part 1 (Slope and Deflection of Beams) Problem 1. Solve the problem using Double integration Method…

A: The FBD of  given beam:-

Q: Define stochastic beam search.

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Q: 2. A transit with stadia interval factor of 100.8 was set @ C on the line between points A and B.…

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Q: Which one is the CORRECT expression for the horizontal distance between the instrument and the staff…

A: given staff intercept = S multiplying constant= K additive constant= C D= horizontal distance

Q: An instrument is set-up at point M and vertical angles are observed at N (-21°15') and O (+33°45').…

A: d(NM) = 35G.2552m NOTE - As the value of G is unknown, so taking it 0. i.e. d(NM) = 350.2552m d(NO)…

Q: show complete solution) 2.  A stadia rod held at a distant point B is sighted by an instrument set…

A: Given  Lower value =0.5 Upper value =1.6

Q: Given are the interior angles of a heptagon. Determine the discrepancy for the givenobservation and…

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Q: The distance between point A and B was measured 15 times. The mean of the 15 measurements is…

A: Given data- Sample size n = 15Mean=124.555'Standard deviation σ= 0.500'To Find-The 50% Error E

Q: For question 3.6 using virtual work method, determine the horizontal deflection of joint C. Write…

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Q: The following are the interior angles of a triangle which were observed with the same precision.…

A: Using formula

Q: An offset is 15 m long and the scale of plotting is 1 cm 30 m. If the accuracy in linear measurement…

A: Solution:- We know that limiting error is:

Q: What is the total error in a line measured by 30 m tape if you know the calibrated length of tape is…

A: Nominal length of the tape l' = 30m   Actual length of the tape = l = 29.932m   Length measured by…

Q: A surveyor set his instrument up at point A to observe points B and C which are both ahead of his…

A: Given data- The given situation is shown below- Where, i= 2.703 mmd=10 cm = 100 mmf = 27 cm = 270…

Q: Use Richardson Extrapolation to solve the finite element method in engineering; refer to the…

A: Step 1: Step 2: Step 3: Step 4:

Q: With the line of sight horizontal, solve for the stadia constant given the following? Station…

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Q: A vector, F , has components F--286.9 N andF, = 410.6 N. What is the angle made with the horizontal?…

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Q: Parallax error is related to which of the following error a. Approximation Error b. Construction…

A: Option A is correct Approximation error

Q: From the following measured interior angles of a five-sided figure, compute the ff.: a.) Probable…

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Q: Datum in the figure, A. Ar elev, eleve and the measured slope length L were 1.634, 1.546, 987.207,…

A: he =1.634 mhr = 1.546 mElevA = 987.207 mElevB = 1006.816 mL = 435.955 m

Q: 3. What must be the actual measurement to a (GML) meters distance using L(10) meter tape that is…

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Q: A synthetic seismogram is important for interpreting reflection seismic data because it provides a…

A: A synthetic seismographs is important for interpreting reflection seismic data because it provides a…

Q: Which among traverse adjustment methods can be used to evaluate data with equal angular and linear…

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Q: The distance measurement method

A: There are several methods available for measuring Horizontal distance. Some of them are:   Chain…

Q: Problem 1 A distance AB is observed repeatedly using the same equipment and procedure, and the…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…