50 m tape of standard length has weight of 0.05 kg/m, cross section is 0.04sq cm, E is 2.10 x10 6 kg/sq cm. The tape is of standard length under a pull of 5.5 kg when supported throught its length. This tape was used to measure a distance AB and was recorded to be 458.65 m. at time of measurement the pull applied was 8 kg with the tape supported only at its endpoints and temperature observed was 18°C. Solve for the pull correction for the measured line.

50 m tape of standard length has weight of 0.05 kg/m, cross section is 0.04sq cm, E is 2.10 x10 6 kg/sq cm. The tape is of standard length under a pull of 5.5 kg when supported throught its length. This tape was used to measure a distance AB and was recorded to be 458.65 m. at time of measurement the pull applied was 8 kg with the tape supported only at its endpoints and temperature observed was 18°C. Solve for the pull correction for the measured line.

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter10: Force And Force-related Variables In Engineering

Section: Chapter Questions

Problem 28P

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Concept explainers

Methods of Surveying

Surveying is the practice to determine the relative three-dimensional positions of various points on the earth’s surface. This is done by computing the vertical and horizontal distances, angles between the points, collecting the observations, and plotting them on a map of any appropriate scale. Accuracy can be achieved by using the latest instruments like a theodolite, tachometer, etc. Leveling is a subdivision of surveying where the objective is to locate the elevation of objects considering a datum level.

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A 50 m tape of standard length has weight of 0.05 kg/m, cross section is 0.04sq cm, E is 2.10 x10 6 kg/sq cm. The tape is of standard length under a pull of 5.5 kg when supported throught its length. This tape was used to measure a distance AB and was recorded to be 458.65 m. at time of measurement the pull applied was 8 kg with the tape supported only at its endpoints and temperature observed was 18°C. Solve for the pull correction for the measured line.

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A 50 m tape of standard length has weight of 0.05 kg/m, cross section is 0.04sq cm, E is 2.10 x10 6 kg/sq cm. The tape is of standard length under a pull of 5.5 kg when supported throught its length. This tape was used to measure a distance AB and was recorded to be 458.65 m. at time of measurement the pull applied was 8 kg with the tape supported only at its endpoints and temperature observed was 18°C. Find the sag correction for the measured line
A 50 m tape of standard length has weight of 0.05 kg/m, cross section is 0.04sq cm, E is 2.10 x10 6 kg/sq cm. The tape is of standard length under a pull of 5.5 kg when supported throught its length. This tape was used to measure a distance AB and was recorded to be 458.65 m. at time of measurement the pull applied was 8 kg with the tape supported only at its endpoints and temperature observed was 18°C. Find the corrected length of the line.
Q4/ A 50 m steel tape with a cross-sectional area of 13 mm and weight of 0.122 kg per meter. The tape is hanged under a tension force of 115 N at 40°c to measure a distance equal to 2560m. During the measurement, the tape was found to be 2 cm too long. This tape has been made under a tension force of 24.6 kg and 20°c. Calculate the correct distance knowing that a=0.000018 m/c, E = 2.11*10 kg/cm', g 9.81 m/s.
At the end of the computation, is it liable and okay to obtain this amount of error? Thank you!
A steel tape is 100 m long at a temp. of and a pull of 10 kg. It was used to measure a distance of 624.95 m at a temp. of with an applied pull of of 15 kg during measurement with the tape supported at both ends. Weight of tape is 0.04kg/m and a cross sectional area of Compute the sag correction.
A 30-m tape of 0.05 kg/m weight was used to measure a distance. The measured length is 800 m. During measuring, the pull at ends of the tape is recorded to be 30 kg. Calculate the following: a. Error in measurement if the tape is used with its ends supported. b. Corrected length if the tape is used with its ends supported. c. Corrected length if the tape is supported at every 15 m.
Tape correction
ASAP PLEASE. RATE WILL BE GIVEN. THANKYOU
A steel tape standardized at 20degree celcius and supported through out under tension of 90N Was found to be 30.377m long. The tape had a cross sectional area of 55mm^2 and a weight of 73g/m. This tape was used supported at the ends only with a constant tension of 78N to measure a line from A to B in nine segments. The data given in the following table were recorded. Apply correction for tape, length,temperature,pull,sag and tape not horizontal to determine the correct length of the line Difference in Elevation Cm) 0-392 Section Meacured Recarded Distance) Tempergrare A-1 15 1- 2 30 15 0.301 2-3 30 16 O.191 3-4 16 0-255 4-5 30 16 0-38 5-6 30 8.636 6-7 0.782 7-6 30 0-825 8-8 25.348 18 0.578 Sum = 265-348 m
Illustrations Add-ins A 50-m steel tape weighing 0.035kg/m supported at its end points, and is used to measure a line is constantly AB with a steady pull of 6.5kg. If a measured length of line AB is 100 determine the following: Correction due to sag for the whole tape length 2. Total sag correction for the whole length Correct length of line m, 3. 1.
GEE 1 FUNDAMENTALS OF SURVEYING 2. A 50 m tape was standardized and was found to be 0.0042 m too long than the standard length at an observed temperature of 58°C and a pull of 15 kilos. The same tape was used to measure a certain distance and was recorded to be 673.92 m long at an observed temperature of 68°C and a pull of 15 kilos. Coefficient of linear expansion is 0.0000116 m /°C. a) Determine the standard temperature. b) Determine the total correction. c) Determine the true length of the line. ņ () I
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