vorking in groups of four came up with 10 different measurements as follows: 920.45, 921.05, 921.65, 920.25, 920.15, 921.85, 921.95, 92 21.15, and 921.35 meters. Assume these values are equally reliable and that variations result only from accidental errors. Determine the P error of the mean measurement O 0.1438 O 0.1437 O 0.1435 0.1436

vorking in groups of four came up with 10 different measurements as follows: 920.45, 921.05, 921.65, 920.25, 920.15, 921.85, 921.95, 92 21.15, and 921.35 meters. Assume these values are equally reliable and that variations result only from accidental errors. Determine the P error of the mean measurement O 0.1438 O 0.1437 O 0.1435 0.1436

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

Surveying lab
100 and C = 2) A transit with a stadia interval factor of K = at point C on the line between points A and B,and the following stadia readings were observed: 0.381 was set Vertical Hair Readings(m) Position of Rod angle() -7.14 Middle Upper 1.540 1.960 Lower Rod held at A Rod held at B 1.395 1.250 12.28 1.800 1.640 Determine the following: a) length of line AB b)difference in elevation between points A and B
ANSWER ONLY LETTER D FOLLOW THE INSTRUCTIONS TYPEWRITTEN ONLY PLEASE FOR UPVOTE. DOWNVOTE FOR HANDWRITTEN. DO NOT ANSWER IF YOU ALREADY ANSWERED THIS
With your pencil, make a dot on the position of your best visual estimate of the centroid of the triangular area. 17.0 13.6 10.2 6.8 3.4 0 0 3.4 (x, y) = (i 6.8 10.2 13.6 Now refer to Sample Problem 5/2 and to Table D/3 and find the exact location of the centroid. 17.0 i )
With the given data points below, use every method in Polynomial Approximation and Interpolation to evaluate a) P'(3.5) and b) P''(3.5) in six decimal places.
can u help Write a brief conclusion on the answer that you obtain from the above question. Is it liable and okay to obtain this amount of error? Explain your point of view.
FOUR DECIMALS PLACES: PLEASE 100%
Probable Error - a. b. Example 2 PLANE SURVEYING SU1200 ASSIGNMENT 1 1. The sides of a closed figure have been measured and found to have a total length of 1018.910 m. If the error in the measurement is estimated to be 0.073 m, what is the accuracy ratio of the work? 2. A random error of ± 0.004 m is estimated for each of 22 length measurements (which are to be added together to get the total length). what is the estimated total error? what is the probable total error if the random error is ± 0.006 m per length? 3. A surveying crew or party is capable of taping distances with an estimated probable error of ± 0.005 for each 30.000 m distance. What estimated total error should be expected if a distance of 1400 m is measured? 4. It is desired to tape a distance of 360 m with a total estimated probable error of not more than ± 0.006 m. a. How accurately should 30.000 m distance be measured so that the permissible value is not exceeded? b. How accurately should each 30.000 m distance have…
Help
What is the standard deviation of the measurements having different values based on the number of measurements as tabulated in the table shown below? NO. OF DISTANCE (m) MEASUREMENTS 563.85 3 561.24 562.35 563.10 564.15 O 1.066 O 1.141 O 1.105 0.981 2 1 3 2
2. The surveying professor require his student to measure line CD by pacing. In order for the student to provide an accurate length of line CD, he must know his pace factor. The student measured line AB , 45 meters long and walked through for several trials. The following numbers of steps or paces on line AB and CD are tabulated below. On line AB Trial Counted paces 1 72.50 2 72 71 4 72 71.5 On line CD Trial Counted paces 1 285 2 283 284.5 4 282 283.5 Determine the paced distance of line CD b. Determine the Relative Precision of а. measurement if the taped distance of line CD is 178.05 m. LO