1. The surveying team at UTM can make taping measurements with an error of ±0.03 ft per 100-ft tape length. What is the error associated with taped distance of 700 ft?
Q: A field party is capable of making taping observations with a standard deviation of {0.010 ft per…
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Q: A distance of 200 ft. must be taped in a manner to ensure a standard deviation smaller than +0.04ft…
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A: Note- Since we answer one question at a time so we will answer the first one. Please resubmit…
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- 3. if for a particular measurement of the probable error of the mean is 0.09 m and the most probable value of the measurement is 362.70 m, the relative precision would be expressed as a. 1/4030 b. 0.000248 c. 1:362.70 d. 1:0.09 e. 1/363situation 21 Two surveying tapes were used in measuring the frontage of an open field. The resulting measurements are as follows: Taping Operation 1 300.911 m 300.415 m 299.143 m Taping Operation 2 300.161 m 300.172 m 300.886 m 300.113 m 299.994 m Determine: The probable error of the mean in Taping Operation 1. The probable error of the mean in Taping Operation 2. The combined most probable measurement of the frontage, in meters. i. ii. iii.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…
- Determine: (a) The probable error of the mean in Taping Operation 1. (b) The probable error of the mean in Taping Operation 2. (c) The combined most probable measurement of the frontage, in meters. Answer these questions using this taping scenario. Two surveying tapes were used in measuring the frontage of an open field. The resulting measurements are as follows: Taping Operation 1 Taping Operation 2 300.977m 300.761m 300.415m 300.772m 299.743m 300.776m 299.994m 300.713mPLEASE ANSWER ALL QUESTIONS WITH COMPLETE SOLUTION. THANK YOU. 1. The number of significant figures in the value 300.00. 2. (a)Round-off to the nearest thousandth: 47.24445 (b)Convert the angle 1860 20’ 50” into its equivalent grads. 3. For a particular measurement, the probable error of the mean is 0.20m and the most probable value of the measurement is 240.00m. Find the relative precision of the measurement. 4. The formula to solve the pace factor if the tape distance andthe number of paces were taken on site.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). a. what is the estimated total error? b. 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 be measured so that the…
- can you pls help me understand how this is solve.. Topic: Tape corrections (fundamentals surveying) •Pls answer with Complete Solution • 3 decimal places ALL answer 2. A 50m tape of standardized length has a weight of 0.05kg/m, with a cross sectional area of 0.04 sq.cm. It has an E of 2.10x10^6 kg/sq.cm. The tape is of standardized length under a pull of 5.5kg when supported throughout its length and a temp. of 20degC. This tape was to measure a distance between A and B and was recorded to be 458.65m. At the time of measurement, the pull applied was 8kg with the tape supported only at its end points and the temp. observed was 18degC. Assuming a (in greek alpha) of the tape is 0.0000116/degC. Compute the true length of the measured line AB due to combined effects of temperature, tension and sag. Thank you. I'll give your answer a LIKE for helping me.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 )i need clear ans and solve very very fast in 20 min and thank you | ᴅʏʙᴀʟᴀ ?✨؛
- 1. Given the following observed angles below, determine the following: a. Most probable value b. Standard deviation c. Standard error of the mean d. Probable error of the mean sequence 1 2 3 4 5 6 7 8 9 10 Angle 47°26'13" 47°26'10" 47°26'16" 47°26'09" 47°26'18" 47°26'18" 47°26'15" 47°26'12" 47°26'15" 47°26'14"SURVEYING In a particular measurement the probable error of the mean is 0.09 m and the most probable value of the measurement is 36.70 m, the relative precision would be expressed asThe distance between point A and B was measured 15 times. The mean of the 15 measurements is 124.555' and the standard deviation is 0.500'. Calculate the 50% Error.