A line was determined to be 2,682.13 meters when measured with a 20 m. steel tape supported throughout its length under a pull of 4 kg. at a mean temperature of 39 °C. Tape used is of standard length of 19 °C under a pull of 5 kg. Cross-sectional area of the tape is 4.796 mm^2. Determine the TOTAL ERROR of the LINE due to TEMPERATURE in meters.Round off to three decimal places. Input the magnitude only.

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Answered: A line was determined to be 2,682.13…

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

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter7: Length And Length-related Variables In Engineering

Section: Chapter Questions

Problem 42P

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A line was determined to be 2,651.56 meters when measured with a 30 m. steel tape supported throughout its length under a pull of 4 kg. at a mean temperature of 39 °C. Tape used is of standard length of 15 °C under a pull of 5 kg. Cross-sectional area of the tape is 3.95 mm^2. Determine the TOTAL ERROR of the LINE due to TEMPERATURE in meters. Round off to three decimal places. Input the magnitude only.
What must be the pull in a (7)(10) meters tape in order to eliminate the sag and temperature correction, given the following? a = 7x10% m? E = 2x101 N/m? Weight of tape, 11 N Po = 10kg To = 22°C T = 20°C K= 0.0000116/°C The tape length is supported at both ends. Fundamentals of surveying
A 100 m tape weighing 3 kg was standardized and found to be 0.02 m short at temperature of 10degC and a 30 N pull when supported throughout. The 1324.55 – meter distance measured is an inclined distance whose difference in elevation between the points is 2 m. What is the correct distance? a. 1 324.28 m b. 1 234.18m c. 1 345.83 m d. 1 432.11 m
A 50 m steel tape is used to measure a rectangle at 20°C with a pull of 55 N. The sides are recorded as 155.90 m and 121.00 m. The average temperature during measurement is 30°C with a pull of 55 N. C = 0.0000116/°C.16. Find the error in area.
please please give accurate answer. A line is recorded as 472.90 m long. It is measured with a 0.65 kg tape which is 30.005m long at 20°C under a 50 N pull supported at both ends. During measurement the temperature is 5°C and the tape is suspended under a 75 N pull. The line is measured of 3% grade. What is the true horizontal distance? E = 200 GPa, cross-sectional are of tape is 3 mm² and coefficient of linear expansion is 0.0000116 m/°C.
What must be the pull in a 70 meters tape in order to eliminate the sag and temperature correction, given the following? a = 7x10% m? E = 2x101 N/m? Weight of tape, 11 N Po = 10kg To = 22°C T = 20°C K= 0.0000116/°C The tape length is supported at both ends.
A line is regarded as 485 m long. It is measured with a 500 grams tape which is 30.05 m long at 20°C under a 4.5 kg pull supported throughout its length. During measurement the temperature is 4.5°C and the tape is suspended under a 6.5 Kg pull. The line is measured at 3% grade. What is the true horizontal distance? ◦E=2x106 kg/cm2 ◦v =126.54 cm3/kg Given: Nominal Tape Length L1 Total weight of tape W Standard Temperature of Tape T1 Temperature during measurement T2 Standard Pull of Tape P1 Pull applied during measurement P2 Measured Distance Di correction due incorrect tape length Ci Ground slope S Cross-sectional area of the tape A Solution correction per tape length (correction per 30-m length) incorrect tape length CI Question Blank 11 of 20 meter temperature correction CT Question Blank 12 of 20 meter pull correction CP Question Blank 13 of 20 meter sag correction CS Question Blank 14 of 20 meter slope correction (approximate method) CSL…
A Civil Engineer used 50 m. tape in measuring an inclined distance. The measured length on the slope was recorded to be 528.368 m. long. The difference in elevation between the initial point and the end point was found to be 6.369 m. The 50 m tape is of standard length at a temperature of 280C and a pull of 8 kg. During the measurement, the temperature reading was 350C and tape was supported for a full length with an applied pull of 12 kg. Cross sectional area of tape is 0.03 sq. cm., weight of tape is 0.50 kg. Determine the true horizontal distance.
A 30 m steel tape is used to measure a rectangle at 22°C with a pull of 42 N. The sides are recorded as 155.90 m and 121.00 m. The average temperature during measurement is 32°C with a pull of 42 N. C = 0.0000116/°C. Compute the total correction for the length Compute for the total correction for the width What is the true area of the rectangle?
The taped distance of a line is 86.67 meters using a 100 m. steel tape at a pull of 20 kg and temperature a 32°C. The tape is exactly 100 m. at a temperature of 28°C (supported throughout) and standard pull of 10 kg. If the coefficient of expansion of the tape is 0.00001 18, find the total correction for temperature.
22 - Find the center of gravity M of the three dimensional homogeneous wire ABCD using the coordinate set (x, y, z) in the figure. The dimensions of the wire are a = 24 cm, b = 36 cm. Which of the following is the correct coordinate of the homogeneous wire on the y axis?A) 28,29B) 20,57C) 21.61D) 23,57E) 27.33
11 - Obtain the center of gravity of the surface area of the constant thickness plane plate in the figure in the (x, y) set given. Dimensions a = 13 m, b = 17 m and r = 1 m, the center of the circle is at the point (2a, 1/2 b). Which of the following is the correct coordinates of the center of gravity of the circle on the plate?A) (26; 13)B) (13; 8.5)C) (26; 17)D) (13; 17)E) (26; 8,5)

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